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Home My WebLink AboutTruss Drawing i .3 ,, 1' Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 i—1 ROOF These truss designs rely on lumber values established by others. *"'TRUSSES A FLORIDA CORPORATION RE`'JoU XCAS6519DS A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce,FL 34946 Site Information: Customer Info: CALATLANTIC HOMES-S FL DIVISION Project Name: MASTER MODELS Lot/IBlock: Model: 6519 Addt-ess: Subdivision: City: County: Broward State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014ITP12007 Design Program: MiTek 20/20 8.0 Wind Code:ASCE 7-10 Wind Speed: 170 MPH Roof Load:45.0 psf Floor Load: 0.0 psf This package includes 105 individual,dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date No. Seal# Truss Name Date 1 A0187929 A01 2/22/17 13 A0187941 A13 2/22/17 25 A0187953 A25 2/22/17 2 A0187930 A02 2/22/17 14 A0187942 A14 2/22/17 26 A0187954 A26 2/22/17 3 A0187931 A03 2/22/17 15 A0187943 A15 2/22/17 27 A0187955 A27 2/22/17 4 A0187932 A04 2/22/17 16 A0187944 A16 2122/17 28 A0187956 A28G 2/22/17 5 A0187933 A05 2/22/17 17 A0187945 A17 2/22/17 29 A0187957 1301 2/22/17 6 A0187934 A06 2/22/17 18 A0187946 A18 2/22/17 30 A0187958 B02 2122/17 7 A0187935 A07 2122/17 19 A0187947 A19 2/22/17 31 A0187959 B03 2/22/17 8 A0187936 A08 2/22/17 20 A0187948 A20 2/22/17 32 A0187960 B04 2/22/17 9 A0187937 A09 2/22/17 21 A0187949 A21 G 2/22/17 33 A0187961 B05 2/22117 j 10 A0187938 A10 2/22/17 22 A0187950 A22G 2/22/17 34 A0187962 B06 2/22/17 11 A0187939 All 2/22/17 23 A0187951 A23 2122/17 35 A0187963 B07 2/22/17 12 IA0187940 I Al2 2/22/17 24 IA0187952 I A24 2/22/17 1 36 1 A0187964 1 608 2/22/17 The truss drawings)referenced have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III --...... - -- --- - My license renewal date for the state of Florida is February 28,2017. bb A NOTE.-The seal on these drawings indicate acceptance of professional y!! ,�{ ��•� � �, engineering responsibility solely for the truss components shown. ®$ � "'• *� The suitability and use of components for any particular building is the responsibility of the ,'tea $��•`;4 a° �. +,� building dvigner,perANSI/TPI-1 Sec.2. The Truss Design Drawing(s)(rDD[s])referenced have been prepared based on the �: � 1 '• i construction ctcuments(also referred to at times as'Structural Engineering Documents a 4 provided bytfii;Building Designer indicating the nature and character ofthe work. •� ��- The design'criteria therein have been transferred to Anthony Tombo III PE by[Al Roof j r ,• . Trusses or specific location]. These TDDs(also referred to at times as'Structural i :w ore v-e—i by aw,anr r ,b a► '�; Engineering Documents)are specialty structural component designs and may be part of the E ^ • `� `�� 1�,; I project's deferred or phased submittals. As a uss Design Engineer(i.e.,Specialf;thony T.Tombo III p Ec OF �sr�y •, •,• �� 4 am.• e I arim+%=a ua amw i�� ' Engineer),the seal here and on the TDD rep r se is an acceptance of professional ? m� engineering responsibility for the design of th single Truss depicted on the TDD only. TheGgb'�b Building Designer is responsible for and shall oordinate and review the TDDs for compatibility with their written engineering req irements. Please review all TDDs and all Anthony Tombo Ill,P.E. SER T 1§jx related notes. / 3B BC2 2100 Q 00 00C>22°7,D,F ........_ ..... _. _..._.. OPT Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRU55E5 ` A FLORIDA CORPORATION RE:Job XCAS6519DS No. Seal# Truss Name Date No. Seal# Truss Name Date _ 37 A0187965 B09 2/22/17 75 A0188003 E09 2/22/17 38 A0187966 B10 2/22/17 76 A0188004 E10 2/22/17 39 A0187967 B10A 2122/17 77 A0188005 Ell 2122/17 40 A0187968 Bll 2/22/17 78 A0188006 FG01 2/22/17 41 A0187969 B12 2/22/17 79 A0188007 FG02 2122/17 42 A0187970 B13 2122/17 80 A0188008 FG03 2/22/17 43 A0187971 B14 2/22/17 81 A0188009 HA 2/22/17 44 IA0187972 B15 2/22/17 82 A0188010 ME 2122/17 45 A0187973 616 2/22/17 83 A0188011 HJ3F 2/22/17 46 A0187974 B17 2/22/17 84 A0188012 HJ3P 2/22/17 47 A0187975 B18 2/22/17 85 A0188013 HA 2122/17 48 A0187976 B19 2/22/17 86 A0188014 HJ5 2/22/17 49 A0187977 B21 G 2/22117 87 A0188015 HJ7 2/22/17 50 A0187978 B22 2/22/17 88 A0188016 HJ7C 2/22/17 51 A0187979 B23 2/22/17 89 A0188017 J3 2/22/17 52 A0187980 C01 2/22/17 90 A0188018 J3E 2/22/17 53 A0187981 C12 2/22/17 91 A0188019 J3P 2/22/17 54 A0187982 C13 2/22/17 92 A0188020 J5 2122/17 55 A0187983 C14 2/22/17 93 A0188021 J5G 2/22117 56 A0187984 C15 2/22/17 94 A0188022 J7 2/22/17 57 A0187985 C16 2/22/17 1 95 A0188023 HC 2/22/17 58 A0187986 CA 2/22/17 96 A0188024 RG 2/22/17 59 A0187987 CJ1C 2/22/17 97 A0188025 VM10 2/22/17 60 A0187988 CAR 2/22/17 98 A0188026 VM12 2/22/17 61 A0187989 CJ3 2/22/17 99 A0188027 VM14 2/22/17 62 A0187990 CJ3C 2/22/17 100 A0188028 VM2 2/22/17 63 A0187991 CJ5 2/22/17 101 A0188029 VM4 2/22/17 64 A0187992 CJ5C 2/22/17 102 A0188030 VM6 2/22/17 65 A0187993 D01 2/22/17 103 A0188031 VM7 2/22/17 66 A0187994 D02 2/22/17 104 A0188032 VM7A 2/22/17 67 A0187995 -DO 2/22/17 105 A0188033 VM8 2/22/17 68 A0187996 E01- 2/22/17 69 A0187997 E02 2/22117 70 A0187998 _E03 2/22/17 ; 71 A0187999_ E05 2/22/1T 72 A0188000 E06 - -2/22F17, �r 73 A0188001 E07 2122/17 74 A0188002 . - E08 k2117 Page 2 of 2 i Job Truss Truss Type Oty PIY XCAS6519DS A01 ROOF SPECIAL GIRDER 1 A0187929 r- 2 Job Reference o tional 1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:00 2017 Page 1 ID:91ftG OBvLYIHkWNQ51ANUyEl5q-vYl_oLMpw3TjvvwmJMsCyCP9utO2lgRpG?8—FAzhyp9 14-0 7-0-0 12 4-0 17-8-0 21-2 0 26-0-8 310-0 1 4-0 7-0-0 5 4-0 5-4-0 3-6-0 4-10-8 4-11-8 ti Dead Load Defl.=1/2 in 4x4= 4.00 12 5x6- 1.5x4 11 4x8= 6 4 >j7 4 24 4x6 81.5X4 112 9 2526 o t 27 15 28 29 30 14 13 12 31 11 32 10 33 3z8= 2x4 II 3x8= 5x6 WB= 1.5x4 II 3x8= 1.5x4 11 4x10 li 7-0-0 12�-0 1711 21-2-0 26-0-8 31-0-0 7-0-0 5-4-0 5-4-0 3-6-04-11-8 Plate Offsets(X Y)— [2:0-7-9 0-0-131 [3:0-14 0-2-8] [5:0-5-0 0-2-0] [9:0-6-12 0-0-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.26 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.74 14-15 >506 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.37 14-15 >999 240 Weight:329 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30'Except* 12)Hanger(s)or other connection device(s)shall be T3:2x4 SP No.2 WEBS provided sufficient to support concentrated load(s)299 BOT CHORD 2x4 SP M 30`Except` 3-15=-356/812,3-14=-841/2277, lb down and 205 lb up at 7-0-0,and 196 Ib down and B1:2x6 SP 2400F 2.0E 4-14=-490/279,5-14=-1086/2143, 89 111 up at 9-0-12 on top chord,and 364 lb down and WEBS 2x4 SP No.3 5-11=-3820/1662,6-11=-963/2440, 280 lb up at 7-0-0,and 97 lb down and 106 lb up at OTHERS 2x4 SP No.3 7-11=-306/621,7-10=-261/185 9-0-12,and 1499 lb down and 638 lb up at 10-7-4 on WEDGE bottom chord. The design/selection of such Left:2x4 SP No.3 NOTES- connection device(s)is the responsibility of others. SLIDER 1)2-ply truss to be connected together with 10d BRACING- (0.131•k3")nails as follows: TOP CHORD Top chords connected as follows:2x4-1 row at 0-9-0 LOAD CASE(S) Structural wood sheathing directly applied or 4-6-7 oc oc. Standard purlins. Bottom chords connected as follows:2x6-2 rows 1)Dead+Roof Live(balanced):Lumber Increase=1.25 BOT CHORD staggered at 0-7-0 oc,2x4-1 row at 0-9-0 oc. Plate Increase=1.25 Rigid ceiling directly applied or 9-1-5 oc bracing. Webs connected as follows:2x4-1 row at 0-9-0 oc. Uniform Loads(plf) 2)All loads are considered equally applied to all plies, Vert:1-3=-70,3-5=-70,5-6=-70,6-9=-70,17-21=-20 REACTIONS. (lb/size) except if noted as front(F)or back(B)face in the Concentrated Loads(lb) 9 = 2095/Mechanical LOAD CASE(S)section.Ply to ply connections have Vert:3=-203(B)15=-364(B)24=-156(B)28=-49(B) 2 = 3058/0-8-0 (min.0-1-8) been provided to distribute only loads noted as(F)or 30=-1499(B) Max Horz (B),unless otherwise indicated. 2 = 99(LC 8) 3)Unbalanced roof live loads have been considered Max Uplift for this design. 9 = -763(LC 4) 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2 = -1376(LC 4) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Max Grav h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 9 = 2095(LC 1) (envelope);Lumber DOL=1.25 plate grip DOL=1.25 2 = 3058(LC 1) 5)Provide adequate drainage to prevent water ponding. FORCES. (lb) 6)Plates checked for a plus or minus 0 degree Max.Comp./Max.Ten.-All forces 250(lb)or less except rotation about its center. when shown. 7)This truss has been designed for a 10.0 psf bottom TOP CHORD chord live load nonconcurrent with any other live 2-3=-7497/3242,3-24=-9098/3887, loads. 4-24=,9098/3887,4-5=-9098/3887, 8)`This truss has been designed for a live load of 5-6=-44,35/1837,6-7=-4527/1833, 20.Opsf on the bottom chord in all areas where a 7-8=4 18/1598,8-9=-897/302 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. 2-25=-3046/7015,25-26=-3046/7015, 9)Refer to girder(s)for truss to truss connections. 26-27==304617015,15-27=-3046/7015, 10)Provide mechanical connection(by others)of truss 15-28=-3065f7055,28-29=-3065/7055, to bearing plate capable of withstanding 763 lb uplift at 29-30=-3065/7055,14-30=-3065/7055, joint 9 and 1376 lb uplift at joint 2. 13-14=-2944/7292,12-13=-2943/7287, 11)This truss has been designed for a moving 12-31=-2952/7299,11-31=-2952/7299, concentrated load of 200.01b live located at all mid 11-32=-1437/3877,10-32=-1437/3877, panels and at all panel points along the Bottom Chord, 10-33=-1437/3877,9-33=-1437/3877 nonconcurrent with any other live loads. WEBS 3-15=-356/812,3-14=-841/2277, 'dP'it fl?FSlfsts�.`1!(Irlt(Ittar'JtttQ})?''�{f11,}r.%ItSt;rtk E(C$tNi$fESt l!'•t10.71 SK0r%fdfAPhta,tttf+,h}r(!p£'{ISR�INii nLC1,Rn tt jl S• ri(.{L¢!: f11Hit..iF%fir tlCtRftltd!!ltlt r5t:-ISrfn M�`S•'t 1.,.'.l N.'L�t�ifif - vd,i uRIV,ovivititi AtX Ii+M.)titn wi.lp;eluae a recslry igi y es sef to fisI, I14 If trllp kris gnt%=trnl iq#+ ywilfv ..AnthomyT T66156 ti,111-. stniddtsr t+en txilWstr�rp.Iw:ublf2i1 tc!Mufsto~a nd ijrrdeteg gvr,uFxc,d.JaNz if 3e t;We hdiatu;:e titr 4f<tluu lDw i5rti ldde xtx.yr lla}Nee,:z?ieLeut C1hG6&•spu.i tl;d S 'tMOj rS LMfitUiG{(}]y(.�t5ti[dllltlr'Safkrttx4:2fWru#ifdF!W$ {fSjAf<$dtYIS4[&`FAN1!SPrySi151.1t nF{$l.ltltslotudhrra"d-idncrl�SSRnfIKr,lYSNtttlA.Sra,rfSetS�ft_7R3rYRfitit @l.rtSY.Sti.'t"YniiSS ,Lu6 ' - a aas1 St. etvd. .l,r ise3rbe!➢trf�ir9mgxrlgs tswsmx l+ritr�s,slrl.tit Ks Eryrrrss tl5 4 t<ng.eup.ntmSsu.a Et st dsx laor}t:�ry�.�t as rnuA JaItH,. Foit'Rer&"FL 3d9�46, � Copyrsg+t�il7bA1�Peftretses-:Anl6ezp t.lnm5l III,P.E:K Piodustion at ltrt damsenf I4 ody'f a st pidAi6hid d6e¢t thi wriMe9 ymmnircetipm A-1 feslTniieslArl6apf1aec5eilL:Pt i � t Job Truss Truss Type Qty ply _ } XCAS6519DS A02 HIP 1 1 A0187930 LbReferiance(optional) � Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:01 2017 Pam 1 ff ID:91 ftG_OBvLYIHkWNQ51 ANUyEI5q-NIsM?hNRhNbaX3Vzt4NRVQyIH HgXU G4zVftX,}czhyp8 14-0 9-0-0 15-10-0 22-8-0 31-0-0 114-0 9-0-0 6-10-0 6-10-0 8-4-0 Dead Load Deft.=7416 in 4.00 12 4x8 1.5x4 11 4x8= 4 2526 6 27 4x6 4x6 Z ci 3 23 0 1.5x4 11 2 7 8 2E>r 1 `2, 1, `o 29 30 11 31 10 32 9 33 5x6 11 1.5x4 11 5x8= 1.5x4 11 4x10 11 9-0-0 15-10-O 22-8-0 31-0-0 9-0-0 6-10-0 6-10-0 8-4-0 Plate Offsets(X,Y)— [2:0-4-5,Edge),[4:0-5-0,0-2-01,[6:0-5-0,0-2-01,[8:0-7-0,Edge),[10:0-2-12,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.24 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.65 10-11 >575 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.19 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.26 9-10 >999 240 Weight:144 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except` T3:2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP M 30`Except` 2-29=-1594/2564,2-30=-1594/2564, B1:2x4 SP No.2 11-30=-1594l2564,11-31=-1592/2570, WEBS 2x4 SP No.3 10-31=-1592/2570,10-32=-1504/2494, OTHERS 2x4 SP No.3 9-32=-1504/2494,9-33=-1508/2491, SLIDER 8-33=-1508/2491 Left 2x6 SP No.2 3-0-0, WEBS Right 2x6 SP No.2 2-0-0 4-11=0/324,4-10=-536/918, BRACING- 5-10=-567/503,6-10=-516/964, TOP CHORD 6-9=0/289 Structural wood sheathing directly applied or 2-2-0 oc purlins. NOTES- ' BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 2-2-0 oc bracing. for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; accordance with Stabilizer Installation guide. h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)-1-4-0 to 3-10-3, REACTIONS. (lb/size) Interior(1)3-10-3 to 9-0-0,Exterior(2)9-0-0 to 8 = 1377/Mechanical 29-11-15,Interior(1)29-11-15 to 31-0-0 zone;C-C for 2 = 1507/0-8-0 (min.0-1-12) members and forces&MWFRS for reactions shown; Max Horz Lumber DOL=1.25 plate grip DOL=1.25 2 = 89(LC 12) 3)Provide adequate drainage to prevent water onding. 8 Max Uplift -527(LC 9) 4)Plates checked for a plus or minus 0 degree 2 = -640(LC 8) rotation about its center. Max Grav 5)This truss has been designed for a 10.0 psf bottom 8 = 1377(LC 1) chord live load nonconcurrent with any other live 2 = 1507(LC 1) loads. 6)`This truss has been designed for a live load of FORCES. (lb) 20.Opsf on the bottom chord in all areas where a Max.Comp./Max.Ten.-All forces 250(lb)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the when shown. bottom chord and any other members. TOP CHORD 7)Refer to girder(s)for truss to truss connections. by others)of truss 8)Provide mechanical connection !> 2-23=-755l211,3-23=-751/214, ( 3-24=-2784/1802,4-24=-2703/1822, to bearing plate capable of withstanding 527 lb uplift at 4-25=-3254l2208,5-25=-3254/2208, joint 8 and 640 lb uplift at joint 2. 5-26=-3227/2184,6-26=-3227/2184, 9)This truss has been designed for a moving 6-27=-2626/1757,7-27=-2720/1736, concentrated load of 200.01b live located at all mid 7-28=-607/0,8-28=-614/0 panels and at all panel points along the Bottom Chord, BOT CHORD nonconcurrent with any other live loads. 2-29=-1594/2564,2-30=-1594/2564, 11-30=-1594/2564,11-31=-1592l2570, 10-31=-1592/2570,10-32=-1504/2494, LOAD CASE(S) 9-32=-1504/2494,9-33=-1508/2491, Standard 6cnq.flnss.aw:.5,±mltYkr ift�EpUS43 SEt!]'�D,Aitet{gr¢i{05Dr?fT i511 d;T,tlib:t28k"":.1p+9r�ro.i¢rArlsp}a'>zt3s Fi7MV¢LsR�„nr E!}suurtSCtsaaike#p'<S s.io47,7 lnut..¢Sert,E!(¢rz sclh'ss a�.rses'•.}pga'Eb,nit . Y;e!srula r6ts.t:�5e n';,fnwlCcrsjt esS!}er s tnf:e}e t. }ect5rre�x s sew}}CDrr¢s re.a,tt}+�s rstash,:nr¢dt et tas rey.ry Er ti¢test ettxs:pMln ti�}arnR38el¢ctsr l}I 1.:keN n nss�tnx-�'! »+sb s-lili3!. ��}O(t Ti TO[;1b0Ii"P.E. :i.te sees( terserClEu}n rt-}etitt§arsC tF.fen5sxa niij.Jert3at.ex}}tq+¢t iaN n.cse>zif,flt lC.¢sf Pt ladhlvj at er�fll freq}tetlCntl Ent ui ieFi,t¢f It s users}ssdrc,.slr a}qi?I C�¢Sk•ec�iSe[I¢Gss J}>,', Y 2e tn!tu}end sf}feebu'e 5mrsdeteE rbaf4,}fsi nt}k s!tt ta'.i Q} tN:y h'neSa it3R}u0s tt sS..l neL n:dk¢r}eN nli+�IN.!s s4t tn}.Est rl M.p Ct 1 ss.es.};u.li CK ¢8ti teRR{5G�1R9,k5If3f - ,uia :tniie sm!l ses(e:asaafttl t}eaa rt ni}l sP}ens e!}_k}I tsir srgtE jut..ii Rai 3et to}.¢si pi ss ss aEra`e dex to 6i},.8rs}tl*ird¢ est e;t elnl}t4. 4451.5E .}I'L3 yd. i Fbrt P erce FL 34946, � in b Et�?.1QIbAlRaal LettcS Amfic:{lam6e III P,E.a iodu¢t as a}I�is dotomecf nan sat¢s rah:biSed adezllh'e xrt?tn trmgziitc;inm A-1 iaaf lmsser:AnlSca l.icc56111,_P.E Jm Job Truss Truss Type Qty Ply A0187931 'r XCAS6519DS A03 HIP 1 1 • Job Reference(optional) `k1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:02 2017 Page 1 ID:91 ftG—OBvLYIHkW NQ51 AN UyElSq-rxPkDl O3SgjR8D49Rnugl dVTFg52DnQ6jJd5K3zhyp7 14-0 6-6-11 11-0-0 15-10-0 20-8-0 25-1-5 31-0-0 1 4-0 6 6-11 4-5-5 4-10-0 4-10-0 4-5-5 5-10-11 Dead Load Defl.=7116 in 4x4= 4x4= 3x4= 4.00 12 5 27 28 7 1.5x4 1.5x4 ] 4 829 4x6 s 25 26 30 4x8 3 9 v 1.5x4 II 2 10 _ o 31 32 13 12 11 33 5x6 II 3x8= 5x10 MT20HS= 3x8= 4x10 II E 11-M ; 20-M 31-0-0 11-0-0 9-8-0 10-4:=0 Plate Offsets(X Y)— [2:0-4-5 Edge] 15:0-2-4 0-2-4] [7:0-2-4 0-2-41 [10:0-7-0 Edge] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.42 11-13 >892 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.88 11-13 >421 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.3111-13 >999 240 Weight:152lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30`Except` T2:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30 2-31=-1784/2604,2-32=-1784/2604, WEBS 2x4 SP No.3 13-32=-1784/2604,12-13=-1634/2611, OTHERS 2x4 SP No.3 11-12=-1634/2611,11-33=-1664/2501, SLIDER 10-33=-1664/2501 Left 2x6 SP No.2 2-6-0, WEBS Right 2x6 SP No.2 2-0-0 4-13=-254/370,5-13=-212/484, BRACING- 6-13=-370/324,6-11=-410/335, TOP CHORD 7-11=-223/461,8-11=-1 75/317 Structural wood sheathing directly applied or 2-5-14 oc purlins. NOTES- , BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 5-4-0 oc bracing. for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vu1t=170mph(3-second gust) cross bracing be installed during truss erection,in Vasd=132m h;HVHZ;TCDL=5.0 sf,,BCDL=5.0 sf-, accordance with Stabilizer Installation guide. h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)AA-0 to 4-0-5, REACTIONS. (lb/size) Interior(1)4-0-5 toll-0-0,Exterior(2)11-0-0 to 28-3-0, 10 = 1377/Mechanical Interior(1)28-3-0 to 31-0-0 zone;C-C for members and 2 = 1507/0-8-0 (min.0-1-12) forces&MWFRS for reactions shown;Lumber Max Horz DOL=1.25 plate grip DOL=1.25 2 = 103(LC 12) 3)Provide adequate drainage to prevent water onding. 10 Uplift -517(LC 9) 4)All plates are MT20 plates unless otherwise 2 = -631(LC 8) indicated. Max Grav 5)Plates checked for a plus or minus 0 degree 10 = 1377(LC 1) rotation about its center. 2 = 1507(LC 1) 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except 7)'This truss has been designed for a live load of when shown. 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-3=-8*7/135,3-25=-2826/1969, bottom chord and any other members. 25-26=-2799/1973,4-26=-2745/1981, 8)Refer to girder(s)for truss to truss connections. 4-5=-2567/1741,5-27=-2421/1725, 9)Provide mechanical connection(by others)of truss 6-27=-2421/1725,6-28=-2388/1671, to bearing plate capable of withstanding 517 lb uplift at 7-28=-2388/1671,7-8=-252811682, joint 10 and 631 lb uplift atjoint 2. 8-29=-2639/1886,29-30=-2704/1885, 10)This truss has been designed for a moving 9-30=-2729/1874,9-10=-792/18 concentrated load of 200.0Ib live located at all mid BOT CHORD panels and at all panel points along the Bottom Chord, 2-31=-1784/2604,2-32=-1784/2604, nonconcurrent with any other live loads. 13-32=-1784/2604,12-13=-1634/2611, 11-12=-1634/2611,11-33=-1664/2501, 10-33=-1664/2501 LOAD CASE(S) Standard 3imss fteese5er,rlr nrMrne 111 xlEUSi6tSELLei't:EcS'iaC;RUB{Up7t"2ES LflE4"C,fl'dS CF�A�f4 gl'h�a'tes9{!es ret s;raFree£� se Vti ,ess Ee l{a aPp 10Eeilli sh erl e.ml9.t to iru 41 nlrfsia se 6sun°vs:;si s^dn+e'tO eAi kre`<:stu.k•lrYes:ai;:iendfn to lLeaxts�r ira:s Disryi&{Wes e,',laisSy a ss:nsarlCDrt is amlaet me>:ss s:iut ercy istvsfi6tfx 4i tesgadrxsrstlaln 7.�lu6e ri4 1 er{tI I..Exp as,ar�m lr.:t¢#.tss trsrtr PnthonyT Tdn,&Il,,=P.E: �.�,anrsr Ln:jrisyu�rer t siG`�m o eus4c,ei�su'x re„eHapr a1alg spn ae�mclxlk U.�C{utn i,dd angst!zalrir gaiadasa.4meaj5�dscd�e e:�wgan!au{�:iesmunl�ilira M-,� .;a;. -8U0£s3 ie Ec.mt F�Rlitede4e gg sr7ssl YmCe PJ et as gr>Sas nt nsh sRst rwYFttf Sc'cl hx'r€2n SRPr}OAi 1. 1 lSf.s ne ed ez=3Wlrel�sl:u2 rY!n}f.lc:p GhRS ttl uitSf0.r SS ufS�ha>1W�t4i�re�6i-R 9xxdi� Simi ;' :ln':Htt asi4tc{c7eQ t! 0tt hn'r'nsne(rtl':lel ss1A &itaERiftit is jfj rT ssh+stsisreke,d @ i uaaslYi,mcii_4laitFl,.� 4451.5 Luce Blvd. ! 5� t•u t .. FGif-Perc P(.3+�95, Lppgrig4i+i?131dA-1EaafLessei-A6tFpspLlem6ellrtP.E. prdduSLaaof ibis damme6yid6np'feim,isprd lhtd_iidaallke,»(mnF( ieissiad?icmA-)Paansesse;st6@dstl:Icir,SeIILP.E Job Truss Truss Type Qty ply XCAS6519DS A04 HIP 1 1 A0187932 � Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:02 2017 P�9e ' ID:91ftG 0BvLYIHkWNQ51ANUyEl5q-rxPkD103SgjR8D49Rnug1dVV1g31DnO6jJd51<s<hyp7 1�-0 6-2-4 12-0-8 19-78 25-5-12 31-0-0 1 4-0 6-2 4 5 10 4 7-7-0 5-10� 5-6 4 4x8 Dead Load Defl._U16 in = 4x6= 4.00 F12 5 6 � i 3x4; 3x4 zz� - 4 4 7 4x6 26 27 4x6 3 g iv 1.5x4 II 2 I _ 1 _- 9 of 28 29 14 30 13 12 11 31 10 32 Sx6 II 1.5x4 II 3x4= 5x6 WB= 3x8= 1.5x4 II 4x10 II 6-2 4 12-0-8 19-7-8 25-5A2 31-0-0 6-2-4 5 10 4 7-7-0 5-10-4 5-64 Plate Offsets(X,Y)— [2:0-4-5,Edge1,[5:0-5-0,0-2-01,[6:0-3-4,0-2-41,[9:0-7-0,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.18 11-13 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.52 11-13 >720 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.24 10-11 >999 240 Weight:159 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 2-28=-1765/2619,2-29=-1765/2619, OTHERS 2x4 SP No.3 14-29=-1765/2619,14-30=-1765/2619, SLIDER 13-30=-1765/2619,12-13=-1449/2331, Left 2x6 SP No.2 2-6-0, 11-12=-1449/2331,11-31=-1 626/2497, Right 2x6 SP No.2 2-0-0 10-31=-1626/2497,10-32=-1626/2497, BRACING- 9-32=-1626/2497 TOP CHORD WEBS Structural wood sheathing directly applied or 3-0-5 oc 4-13=-395/343,5-13=-78/401, purlins. 6-11=-82/369,7-11=-311/266 BOTCHORD Rigid ceiling directly applied or 5-2-10 oc bracing. NOTES- WEBS 1)Unbalanced roof live loads have been considered 1 Row at midpt 5-11 for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; accordance with Stabilizer Installation guide. h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)-1-4-0 to 4-1-7, REACTIONS. (lb/size) Interior(1)4-1-7 to 12-0-8,Exterior(2)12-0-8 to 19-7-8, 9 = 1377/Mechanical Interior(1)27-4-1 to 31-0-0 zone;C-C for members and 2 = 1507/0-8-0 (min.0-1-12) forces&MWFRS for reactions shown;Lumber Max Horz DOL=1.25 plate grip DOL=1.25 2 = 110(LC 12) 3)Provide adequate drainage to prevent water onding. 9 Max Uplift -511(LC 9) 4)Plates checked for a plus or minus 0 degree 2 = -625(LC 8) rotation about its center. Max Grav 5)This truss has been designed for a 10.0 psf bottom 9 = 1377(LC 1) chord live load nonconcurrent with any other live 2 = 1507(LC 1) loads. 6)'This truss has been designed for a live load of FORCES. (lb) 20.Opsf on the bottom chord in all areas where a Max.Comp./Max.Ten.-All forces 250(lb)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the when shown. bottom chord and any other members. TOP CHORD 7)Refer to girder(s)for truss to truss connections. 2-3=-633/381,3-26=-2836/1928, 8)Provide mechanical connection(by others)of truss 4-26=-2793/1940,4-5=-2489/1738, to bearing plate capable of withstanding 511 lb uplift at 5-6=-2315/1684,6-7=-2471/1686, joint 9 and 625 lb uplift at joint 2. 7-27=-2670/1822,8-27=-2715/1809, 9)This truss has been designed for a moving 8-9=-490/126 concentrated load of 200.01b live located at all mid BOT CHORD panels and at all panel points along the Bottom Chord, 2-28=-1765/2619,2-29=-1765/2619, nonconcurrent with any other live loads. 14-29=-1765/2619,14-30=-1765/2619, 13-30=-1765/2619,12-13=-1449/2331, 11-12=-1449/2331,11-31=-1626/2497, LOAD CASE(S) 10-31=-1626/2497,10-32=-1626/2497, Standard llmaf♦715f:snyir(mr nt ftE J 1lpSi5iSFEl!CpfiFD,•F1EEu$tgA rasFor tl"C10'ta.CFlhi QtxKr'IAR,rAla,laSlR anikT'an ntlM i.,of ReinfS[1Aj rs1.rEE6[I EAEF fn[a(1 a.is>7;t3!!t.lse EetNEerae nx,ikEss uSss;se si~ra4¢tEOxLEIE 4f(-m%rivo s:Ea nwi to ICE n.a n'dS r`s.eap liEE s.{¢alryA sa;at sarlP'gp'ea �rx! n!clhs aul.:Kant•npxs{i':�fir to eAad6e{ivilaln iq�fdxsa t70 rl Et<rltl l,:&m mas;eaSar,!.IrAs3 ^aes,ulzifn x:rse�'tLsi tfra*ta4a n t wntn rer,r,.C«e#tsv.Avni C naE h Anh(;n I.n l',3i Mann ladle!m;a ttt3Hl In .A:ithonyT To^ob0 iaa PE.,w r E r r g qrt anetDa aEYaits sa aixgsA=naa am tiara t 80083 .' xelc:BfE pssltsei es Cm aivanPat'7athapa�.es ten± slrk,.! Fa-Sa!!t Yli^rstsr(SI'tlt.isYJk 1 sS.,lneah MteN;a�a.rt k sl:refit. R,lyio.itnTss 7h;?air PaceEa�a¢trrt 4andnv,,.a'eit 4451sr uG(.Blvd, rtA�n Ss 3asstA�alagerl�ean rq li rranns Irl.lei u a9pF Emr_3K�{3a kx a f lu Ar ssSrmn n rdsn aAlAt(irgtl I f srnssi tattl1. Foit PlerC,FL"34946, Copyng l>L gD16A1 ReE112sises.,Artd'cayi lemEn III,P,[.gtpaaduU en otlhs datnmmi,is anyt a�,ss prah.6i!rd st6ecU4 xrin¢n penmsiip€hem A-1itoi rnisB:.Amfiesylae6a 111:P,E; I ` iJ q, Job Truss Truss Type Qty Ply XCAS6519DS A05 HIP 1 1 AO187933 Job Reference(optional) -A1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:03 2017 Page 1 ID:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-J7z7QMPh D—rlmNfL?VPvarl e94Ply8pGyzMesVzhyp6 '-4 01 7-3-0 14-0-8 17-7-8 24-5-0 31-0-0 4-0 7-3-0 1 6-9-8 3-7-0 6-9-8 6-7-0 4.00 12 48= 46— Dead Load Defl.=7/16 in 5 6 5x6 3x4 4 7 27 rs 4x6 26 4x6 n 3 I 8 1.5x4 II 2 9 1 I� 29 14 30 13 12 11 31 10 32 >o. 5x6 II 1.5x4 11 3x4= 4x6 3x8= 1.5x4 11 410 1[ 7-3-0 14-M 17-7-8 24-5-0 31-0-0 7-3-0 6-9-8 3-7-0 6-9-8 6-7-0 Plate Offsets(X,Y)— [2:0-4-1,0-4-41,[4:0-2-12,0-3-41,[5:0-5-0,0-2-01,[9:0-7-O,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.20 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.62 10-11 >597 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) 0.17 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.29 10-11 >999 240 Weight:160 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except' T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30 2-28=-2049/2642,2-29=-2049/2642, WEBS 2x4 SP No.3 14-29=-2049/2642,14-30=-2056/2638, OTHERS 2x4 SP No.3 13-30=-2056/2638,12-13=-1420/2099, SLIDER 11-12=-1420/2099,11-31=-2079/2548, Left 2x6 SP No.2 2-6-0, 10-31=-2079/2548,10-32=-2079/2548, Right 2x6 SP No.2 2-0-0 9-32=-2079/2548 BRACING- WEBS TOP CHORD 4-14=0/272,4-13=-640/698, Structural wood sheathing directly applied or 2-4-4 oc 5-13=-224/433,6-11=-224/370, purlins. 7-11=-552/752 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. NOTES- MiTek recommends that Stabilizers and required 1)Unbalanced roof live loads have been considered cross bracing be installed during truss erection,in for this design. accordance with Stabilizer Installation guide. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; REACTIONS. (lb/size) h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 9 = 1377/Mechanical (envelope)and C-C Comer(3)-1-4-0 to 4-3-9, 2 = 1507/0-8-0 (min.0-1-12) Exterior(2)4-3-9 to 31-0-0 zone;C-C for members and Max Horz forces$MWFRS for reactions shown;Lumber 2 = 124(LC 12) DOL=1.25 plate grip DOL=1.25 Max Uplift 3)Provide adequate drainage to prevent water 9 = -498(LC 9) ponding. 2 = -612(LC 8) 4)Plates checked for a plus or minus 0 degree Max Grav rotation about its center. 9 = 1377(LC 1) 5)This truss has been designed for a 10.0 psf bottom 2 = 1507(LC 1) chord live load nonconcurrent with any other live loads. FORCES. (lb) 6)'This truss has been designed for a live load of Max.Comp./Max.Ten.-All forces 250(lb)or less except 20.Opsf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. 2-3=-6$3/403,3-26=-2860/2270, 7)Refer to girder(s)for truss to truss connections. 4-26=-2813/2287,4-5=-2276/1872, 8)Provide mechanical connection(by others)of truss 5-6=-2099/1878,6-7=-2276/1887, to bearing plate capable of withstanding 498 lb uplift at 7-27=-2670/2400,8-27=-2766/2384, joint 9 and 612 lb uplift at joint 2. 8-9=-543/107 9)This truss has been designed for a moving BOT CHORD concentrated load of 200.01b live located at all mid 2-28=-2049/2642,2-29=-2049/2642, panels and at all panel points along the Bottom Chord, 14-29=-2049/2642,14-30=-2056/2638, nonconcurrent with any other live loads. 13-30=-2056/2638,12-13=-142012099, 11-12=-1420/2099,11-31=-2079/2548, 10-31=-2079/2548,10-32=-2079/2548, LOAD CASE(S) 9-32=-2079/2548 Standard d¢zy flo �tmf;niir�Ut lB�ItUSST SELLa!>�UQlL?NR BCOkU!"saSf�IcN'L tl13[KUfi;E.rrsfM(6vaattirhseeFuaressxtJet!•L.nRt:ass Exsgtm hltl[I,bil Ns Ssls qi n,Nr.IJrnnShrnk6o ae.4 stiriu;n�lnkt 2$nij .Yuti=aarRft is it:5}t>s•Sfr nx tEEpit rs5l.#sT s,t.gs'a}u s'.j<ttlry rqm nre. lf3nvss+ss, }atxnsAsszsil.,mia a{.u{Sasi+lry td 4'�nss dkrirsjAln tr6udgtci rUO tdr a Iry 1.!!iN nzx{5u 6x',; s,s.Jt.jdk W�irdrtstf stay,f*!f arr ;iai;tilE. nr s.xifs vut rt!} nhrr,! (naetti,>sea�MBr.^gC:afn•I d6 le.v.x€7tlL in tnit'hi8tav:`iild ddTt rt,�fit+srA she ka9aGtunYi iW!16t uae.'Lrryaf. anmOny'7 Tomb0 III P.E. t BUD 4dr.'ary {sstdrniii,tidaxt stse•tukt i'SatWiwxs$eteu4.ms#ke[a3sf-gaslL?�Maam ciRl'rrUs+dN hnl Sf itn ids:e stdfrr{t+Nyai;Ki'f>"Scs to seijns7?ttsrl lnsiGklss ezyxr tris Gt ars'zau,e 6iaTra;kis gaSl.Sr sUC,e 61'a t' alaitnitrs f:rrrtYtiasPerlgrck i3a{Ij vr�s J•dp,?ehKs Ua5lptgw>:rN#I tc rndFrty�;'rr s,rshm rierrdari aer,{7U:altc o •n4:dalFlL. - _ Fo{E'P,ierc FL;34Q4C+ a 6a>:I hMolEl,P.F:kn mdunin_n_of l6it daromea5 i9Pn tsl,ss mtr,biExd.�ibau It,E x1'ttE n ermtst�an Scm A�Feof Yrusifs::.11glfia.'T ienSo Elf;P.E opjrig4E!��-0IdJ:IRpnfTmssis=lj_ Y•_f P. Y(• P_`_ l R P Y:_ r Jab Truss FrUOSMST pe Qty plXCAS6519DS A06 ON 3 1 A0187934 Job Reference(optional) ' Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fd Feb 24 11:03:03 2017 Page'1 ID:91 ftG_OBvLYIHkWNQ51 ANUyE15q-J7z7QMPhD_rlmNfL?VPvart d14Miy9PGyzMesVzhyp6 -1-4-0 8-8-13 15-10-0 22-11-1 31-0-0 14-0 8-8-13 7-1-3 7-1-1 8-0-15 4.00 F12 4x8= Dead Load Defl.=7116 in 6 46 5x6 WBO 1.5x4\\5 27 7 1.5x4 4 8 r 28 4x6 2 4x8 3 9 1.5x4 II 2 1 10 PH 6 30 14 13 31 32 33 12 11 34 •6 4x6= 3x4= 4x10 11 Sx6 I 3x4= 4x6= 11-3-12 2044 31-0-0 11-3-12 9-0-7 10-7-12 Plate Offsets(X,Y)— [2:0-3-13,0-041,[5:0-3-0 Edge] [7:0-3-0 Edge] [10:0-7-0 Edge] [11:0-2-7 0-0-0) [14:0-2-7 0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.46 12-13 >812 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.89 12-13 >420 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.37 12-13 >999 240 Weight:146 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 31`Except' T4:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP M 30*Except* 2-29=-2424/2601,2-30=-2424/2601, B2:2x4 SP No.2 14-30=-2424/2601,13-14=-2424/2601, WEBS 2x4 SP No.3 13-31=-1608/1884,31-32=-1608/1884, OTHERS 2x4 SP No.3 32-33=-1608/1884,12-33=-1608/1884, SLIDER 11-12=-2347/2531,11-34=-2347/2531, Left 2x6 SP No.2 2-6-0, 10-34=-2347/2531 Right 2x6 SP No.2 3-0-0 WEBS BRACING- 6-12=-526/673,8-12=-453/695, TOP CHORD 6-13=-560/726,4-13=-495f731 Structural wood sheathing directly applied or 3-3-14 oc purlins. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 2-2-0 oc bracing. for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; accordance with Stabilizer Installation guide. h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)-14-0 to 4-1-3, REACTIONS. (lb/size) Exterior(2)4-1-3 to 15-10-0,Comer(3)15-10-0 to 2 = 1507/0-8-0 (min.0-1-12) 21-3-3 zone;C-C for members and forces&MWFRS 10 = 1377/Mechanical for reactions shown;Lumber DOL=1.25 plate grip Max Horz DOL=1.25 2 = 136(LC 12) 3)Plates checked for a plus or minus 0 degree Max Uplift rotation about its center. 2 = -599(LC 8) 4)This truss has been designed for a 10.0 psf bottom 10 = 484(LC 9) chord live load nonconcurrent with any other live Max Grav loads. 2 = 1507(LC 1) 5)'This truss has been designed for a live load of 10 = 1377(LC 1) 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the FORCES. (lb) bottom chord and any other members,with BCDL= Max.Comp./Max.Ten.-All forces 250(lb)or less except 10.Opsf. when shown. 6)Refer to girder(s)for truss to truss connections. TOP CHORD 7)Provide mechanical connection(by others)of truss 2-3=-906/279,3-26=-2822/2696, to bearing plate capable of withstanding 599 lb uplift at 4-26=-2695/2717,4-5=-2514/2457, joint 2 and 484 lb uplift at joint 10. 5-27=-2475/2458,6-27=-2434/2476, 8)This truss has been designed for a moving 6-7=-2394/2512,7-8=-2471/2491, concentrated load of 200.01b live located at all mid 8-28=-2634/2720,9-28=-2737/2710, panels and at all panel points along the Bottom Chord, 9-10=-912/0 nonconcurrent with any other live loads. BOTCHORD 2-29=-2424/2601,2-30=-2424/2601, 14-30=-2424/2601,13-14=-2424/2601, LOAD CASE(S) 13-31=-1608/1884,31-32=-1608/1884, Standard 32-33=-1608/1884,12-33=-1608/1884, 6vait•fless Sm-d_n•iart¢e ilea ltu3v SEBR"t,EXtJAt-Wd BNk�li"nSl'litk'bfsal3r69L.iJt7t%I hsa:.fuir ls{tr ae..iskxfustd r«nssC;up a jAC[eel de fnksti exl4,tP It sacs Sl elkihn netF.ssY't 2�lnYi;[9,alr �'st:sw'r r4ss w_h*sdt to I'•¢ga nii ltr.ss .! ya Nc["l L3lnearipDaa� P'.St1r,!l3Ctieht kd agietsit e.tvRA:y;naa!«aRt,srsiHla as iialestea FJOeAt as ItH;:aee tna=tea.�_ t+ rsJ.�es,astaiFa! z�.hamnr tr tal! u�re �tar� mac.:ea.arNrniq rsa! a n.iataa�x nS&+f3eC:ain iadbs a_:uaiwi r AntheriyF Tomboll,p:E. � w s t a' !r<,ilctbiOw¢cp5ell�aren+ ntiz9�maalafns2£alEreaMuea�r� =Su083 . �i le t;Aer p+ !f n[u 9su s9 tttefief 6ea tszztn7:�s`r�'E+4t`uesirs dales&-ITS �I�a¢rr a[16P1 S4z�t fSl,1 a Axe ktuE nl n1 K tY-�as rpa der 1143EYaC ss sw.Ir6 Gs at+[v of:ns�s�xfiK-.iss kgwgtal41imSdP�.eelktft q.YliMJit irlMS dot-pf x79pfej -r..N1i:erY!t.1.Yae;kit Si�E[Au-,raPNAmllenq nd lLj{1'QlIE ali:V.:lalAltl l,. 4515 le Blvd 4 uc., .. .. '1 Fart P•,Ierce,FL.3494, Cupgrig4ita i018A-1 Fdgpaesus-AmneSp l.inm6n lll,f.[,itproduU:an otthii dumawt.t4odp(cam dprp6i6ited:ilbc¢11hc w"nnrn paamissxe Som A-1 Foot Ttessgs-Amheey t.lflaEe lll:pE i Job Truss Truss Type QtY PIY A0187935 XCAS6519DS A07 HALF HIP 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:04 2017 Page 1 I D:91 ftG—OBvLYIHkW NQ51 ANUyEl5q-nKXVeiQJ_I-90W EYYCx962anTUhFhcsPBd6BPxzhyp5 1 4- 8-5-5 17-2-8 24-14 31-0-0 1 4-0 8-5-5 8-9-3 6-10-12 6-10-12 L 4.00 F12 4x8= 1.5x4 11 Naff Load Defl.=7/16 in 6 7 8 3x6 3x4� 5 4 W4 W4/1 3 j € 4x6� 21 1.5x4 11 3 1 2 ,I 23 13 24 12 11 25 26 10 27 28 9 5x6 11 1.5x4 11 4x6= 3x8= 3x6 11 3x4= 8-5-5 17-2-8 24-14 31-0-0 8-5-5 8-9-3 6-10-12 6-10-12 Plate Offsets(X Y)— [2:04-5 Edge] [6:0-5-0 0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.35 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.80 11-13 >461 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.24 11-13 >999 240 Weight:174 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30`Except' 2-22=-2411/2652,2-23=-2411/2652, B2:2x4 SP No.2 13-23=-2411/2652,13-24=-2411/2652, WEBS 2x4 SP No.3 12-24=-2411/2652,11-12=-2411/2652, OTHERS 2x4 SP No.3 11-25=-1420/1748,25-26=-1420/1748, SLIDER 10-26=-1420/1748 Left 2x6 SP No.2 3-0-0 WEBS BRACING- 4-13=0/326,4-11=-973/1060, TOP CHORD 6-11=-284/584,6-10=-677/601, Structural wood sheathing directly applied, except end 7-10=-548/545,8-10=-1291/1649 verticals. BOT CHORD NOTES- Rigid ceiling directly applied or 2-2-0 oc bracing. 1)Unbalanced roof live loads have been considered WEBS for this design. 1 Row at midpt 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 8-9.4-11,6-10,8-10 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; MiTek recommends that Stabilizers and required h=15ft;Cat,11;Exp C;Encl.,GCpi=0.18;MWFRS cross bracing be installed during truss erection,in (envelope)and C-C Comer(3)-1-4-0 to 4-8-14, accordance with Stabilizer Installation guide. Exterior(2)4-8-14 to 30-10-4 zone;C-C for members and forces$MWFRS for reactions shown;Lumber REACTIONS. (lb/size) DOL=1.25 plate grip DOL=1.25 9 = 1370/Mechanical 3)Provide adequate drainage to prevent water 2 = 1500/0-8-0 (min.0-1-12) ponding. Max Horz 4)Plates checked for a plus or minus 0 degree 2 = 358(LC 8) rotation about its center. Max Uplift 5)This truss has been designed for a 10.0 psf bottom 9 = -578 LC 8 chord live load nonconcurrent with any other live 2 = -625(LC 8) loads. Max Grav 6)'This truss has been designed for a live load of 9 = 1370(LC 1) 20.Opsf on the bottom chord in all areas where a 2 = 1500(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL= FORCES. (lb) 10.Opsf. Max.Clbmp./Max.Ten.-All forces 250(lb)or less except 7)Refer to girder(s)for truss to truss connections. when shown. 8)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 578 lb uplift at 2-3=-753/412,3-21=-2860/2143, joint 9 and 625 lb uplift at joint 2. 4-21=-2748/2156,4-5=-1931/1353, 9)This truss has been designed for a moving 5-6=-1830/1379,6-7=-1242/970, concentrated load of 200.01b live located at all mid 7-8=-1242/970,8-9=-1306/1071 panels and at all panel points along the Bottom Chord, BOT CHORD nonconcurrent with any other live loads. 2-22=-2411/2652,2-23=-2411/2652, 13-23=-2411/2652,13-24=-2411/2652, 12-24=-2411/2652,11-12=-2411/2652, LOAD CASE(S) 11-25=-1420/1748,25-26=-1420/1748, Standard - gsrai;tl,f.±anrs.Jiuii x6elr�.lEUh5t5ftlX'-E:Eilel.itt�S8SON3C'9flnlck'i7 tl1S1c�p Sf'?RI.Moi ilr d+ty.Fn°roCersae�utt nsexn nss[tiup n;il[[:�eelt ltl3 rl ux�,rf i(rees Skeet'lahn nt l'at ssx Diu s:^dtx�eC-0,ulj eluetew.n'+;t2 s;t4:ttniaMtu lLFni±e± tei sseeq±:e; ?e ;e:7.gven r.e+trC1G'{epet f a!!;'aeaceneh..ed3i em;.e.;ps3+iry(aYetl sentlErsis;l±in±rarls6e(70 dr ceta lktl uan t,sartr==,Izt mC'+±t.t iaiftr .x d±£k( .fere±S1! tt^e r iStcr G+A tr¢Cxcrlse ve[i j±e.n±ri.m 7 t 1 &:L,;k Uce txfot la dd!m se:st iPi 1.rme +rdti@ i bteeae id uef It at:u3ta ssA srze e;'snefmurth ifhl tce tsxvP't<�'. '14nShOf}'7 TO fiO It:,P.E.. SUQ$3 xeluta; yx !lisdip 7aRSe±eleitgkt P3 Re;t;± t;d,.'r s9rz tw+.dr 4 ±Csw'±'i MaaCnsd±il';tlrsKib aexlfC,lne±if±ne dfr±;rent; ce.1e[!es ti uij J�tet 13a±i 67a hetswrxee ir._s Crt frenet[rsst CrAsan�.n4it 4451 5 tllC P BI.94 (c�ei±t4�ti0ib�l;:poflfzssel,�Amke�s I tnm5ot111,�P.Glx�tpdue{aaoflsitdatur.r,4eft#9n(.mr stdtibhed them thewrinen rrmsscciioe•t�de[trF� - FbitPerce FL.34�40, ..PY!4 _9.. - Y P Y P P mA•I Eoal tratsis=A@Ih cYlaes4o llF,Pt ;XCA;S6519DS Truss Truss Type Qty ply A08 HALF HIP 1 1 A0187936 � Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:05 2017 Page 1 I D:91 ftG_OBvLYIHkW NQ51 ANUyElSq-FW5t2Qylb6??gpk6wSOfG7?9u5BQzhYPHdxNzhyp4 �1-4-Q 7-5-9 14-0-15 19-2-8 25-1 4 31-0-0 '1 4 04 7-5-9 6-7-6 5-1-9 5-M-12 5-10-12 4x4= 4.00 12 3x8= 1.�11 Load Deft.=$/8 in 7 8 9 3x4 5 _ 4x6 6 1.5x4,� 5 \\�W5 4 \\\ VJ4 22 5 4x6 2 \\ 1.5x4 II 3 1 2 \\ \nj !I 24 31 25 14 26 1332 12 27 28 11 29 30 10 5x6 II 3x4= 4x6= 3x8= 1.5x4 II 5x6= 10-5-2 19-2-8 25-1-4 31-0-0 10-5-2 8-9-6 5-10-12 1 5-10-12 Plate Offsets(X,Y)— [2:0-4-5,Edge],[5:0-3-0,Edge] [7:0-2-4 0-2-0] [10:0-3-0 0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.34 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.70 12-14 >531 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.20 12-14 >999 240 Weight:184 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except' T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30*Except* 2-23=-2526/2618,2-24=-2526/2618, LOAD CASE(S) B2:2x4 SP No.2 24-31=-2526/2618,25-31=-2526/261 8, Standard WEBS 2x4 SP No.3 14-25=-2526/2618,14-26=-1848/2075, OTHERS 2x4 SP No.3 26-32=-1848/2075,13-32=-1848/2075, SLIDER 12-13=-1848/2075,12-27=-796/988, Left 2x6 SP No.2 3-0-0 27-28=-796/988,11-28=-796/988, BRACING- 11-29=-796/988,29-30=-796/988, TOP CHORD 10-30=-796/988 Structural wood sheathing directly applied or 3-5-6 oc WEBS pudins, except end verticals. 4-14=-350/612,6-14=-384/556, BOT CHORD 6-12=-842/873,7-12=-36/251, Rigid ceiling directly applied or 4-3-3 oc bracing. 8-12=-6541747,8-11=0/309, WEBS 8-10=-1510/1219 1 Row at midpt 8-10 MiTek recommends that Stabilizers and required NOTES- cross bracing be installed during truss erection,in 1)Unbalanced roof live loads have been considered accordance with Stabilizer Installation guide. for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) REACTIONS. (lb/size) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; 10 = 1370/Mechanical h=16ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 2 = 1500/0-8-0 (min.0-1-12) (envelope)and C-C Comer(3)-1-4-0 to 4-11-5, Max Harz Exterior(2)4-11-5 to 30-10-4 zone;C-C for members 2 = 397(LC 8) and forces&MWFRS for reactions shown;Lumber Max Uplift DOL=1.25 plate grip DOL=1.25 10 = -592(LC 8) 3)Provide adequate drainage to prevent water 2 = -624(LC 8) ponding. Max Grav 4)Plates checked for a plus or minus 0 degree 10 = 1370(LC 1) rotation about its center. 2 = 1500(LC 1) 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except 6) This truss has been designed for a live load of when shown. 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-3=-857/354,3-22=-2828/2190, bottom chord and any other members,with BCDL= 4-22=-2738/2205,4-5=-2554/1914, 10.Opsf. 5-6=-2489/1927,6-7=-1616/1225, 7)Refer to girder(s)for truss to truss connections. 7-8=-1471/1219 8)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 592 lb uplift at 2-23=-2526/2618,2-24=-2526/2618, joint 10 and 624 lb uplift at joint 2. 24-31=-2526/2618,25-31=-2526/2618, 9)This truss has been designed for a moving 14-25=-2526/2618,14-26=1848/2075, concentrated load of 200.01b live located at all mid 26-32=-1848/2075.13-32=-1848/2075, panels and at all panel points along the Bottom Chord, 12-13=-184812075,12-27=-796/988, nonconcurrent with any other live loads. nLFzx)rItR >�1iPY([t l r'J IiWY(Sta r.Ktri(t(R4 S{PtSr"�5(}r i( i{(rt16 T."ht,'{E rA' b`sli ln'tElf'I2 LL.RS4(!•A(R.TR j�(:E�BRS{!ti)Ei(t %1''',r.r ClEflRtNtt(mt to('u:1 f4''hisSt 3."!r iR'{t(r�J,4flr ' v:eEctutlr rtss.i'ie n>E lnt iC 4x:Ed7 rs:.ipf Eep yr.re-FJr rile lmo-E lglpPBEpsa :)'azECClsAt' tl igitrkl t.(:nsAc7f to elspglx,rllhs r9tfacii371,aia Ui l.ileN mn.�+paa+.laftt«rt�es iai6!r-n sa.c.da,fr Imms l n .:wp tr .t.ur'Bit:xtrte �t r !t rst i Ikl.=!4.mxm I dks r�R xt,r„ tltldlSei aea -:u fda!t st,itara mn ;iBrm��«in,3ltY:i M Anihony T Tom66.11"RE.; `ter r �. d is 3 1. Ri!. r C. r 3 a spt a re a.•.. 80083 3tS�il]j t S* sNRmias 21 rceBs.t EYmiat r"i El.fasrra7-saf r.rh SbrH1•y(B-fi1tY$.�}(¢' iftl@7SSPrf#161tS{ !F!f„(IIdL:FlL'�(iBr 1 rat rl 4i9i+f�.i:.{?L'A'S!'.i Sfi:SiFr S j4;rFyS r4a!£{d,-Stl L-R'4 rt>d37e9 k5f kmrls k+61 t{R,_r7a!!i bn:" hEr in sa d•t9.,Bel s 75 ER7 to,,..F�4 t ttt - "' 4451 S tc L. .e 6tYrj. _ s' r rR,rr,>'rr 1lIRtF7ttt diE 4trNRp,t4-r IP]t1S .MUdi.ltiglrtr„ - .. Fort:Piers FL--3»»ts' Capytig!((i;,r)18 A-1 Roef Leizei-Anf5edy I Icmbe III,F.�4aptadeli ae Bi this dUNbeni,many(s,ls pio4.bCrd.t8eun6e r,riF!¢n peimtss Lt hem A+t Rool rinsser:;Anl6ec}1:fes5e III;p.1 'S Job Truss Truss Type ='yPIYXCAS6519DS A09 HALF HIP 1 Job Reference(optional) A0187937 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:06 2017 Page 1 I D:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-jifF2ORaWvEsdgNwgdzdCTfBj1039SOiexblTgzhyp3 1 4- 7-6-11 14-5-9 21-2-8 2-10- 26-1-4 31-0-0 1 4- 7-6-11 6-10-13 6-8-15 1-7-8 3-3-4 4-10-12 4.00 V2 4x4= 1.5x4 11 3x4= Dead Load Detl.=5/16 in 7 8 9 46 i5� 3x4 _ 6 W7 3�t 5 WB ?� 3x4 ! ?u' 4 W t 7 ? is 46 2 1.5x4 II 3 W3 12 0 0 1 2 3bx 3x4=32 33 34 10 IN 5x6= 27 17 28 16 15 29 143013 1.5x4 11 4x6= 3x4= Sx6 I I 410= 1.5x4 II 7-6-11 14-4-15 21-2-8 �2-10-Q 31-0-0 r 7-6-11 6-10-3 6-9-9 1-7-8 8-2-0 Plate Offsets(X Y)— [2:0-4-5 Edge] [5:0-3-0 Edge] [7:0-2-4 0-2-8] [10:0-3-0 0-3-0] [11:0-1-0 0-1-8] [12:0-2-8,0-3-4],[13:Edge,0-1-8],115:0-2-8 0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.30 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.62 10-11 >594 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.23 15-17 >999 240 Weight:190 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except` T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2*Except* 2-26=-2562/2618,2-27=-2562/2618, LOAD CASE(S) B4:2x4 SP No.3 17-27=-2562/2618,17-28=-2562/2618, Standard WEBS 2x4 SP No.3 16-28=-2562/2618,15-16=-2562/2618, OTHERS 2x4 SP No.3 12-31=-881/1 126,11-31=-881/1126, SLIDER 11-32=-931/1087,32-33=-931/1087, Left 2x6 SP No.2 3-0-0 33-34=-931/1087,10-34=-931/1087 BRACING- WEBS TOP CHORD 4-17=0/291,4-15=-599/751, Structural wood sheathing directly applied or 34-10 oc 6-15=-323/412,12-14=0/404, purlins, except end verticals. 7-12=-59/323,8-12=-817/1041, BOT CHORD 8-10=-1568/1360,12-15=-1913/2212, Rigid ceiling directly applied or 2-2-0 oc bracing. 6-12=-350/429 WEBS 1 Row at midpt 8-10,12-15 NOTES- JOINTS 1)Unbalanced roof live loads have been considered 1 Brace at Jt(s):12 for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf; accordance with Stabilizer Installation auide. h=16ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)-1-4-0 to 5-1-11. REACTIONS. (lb/size) Exterior(2)5-1-11 to 30-10-4 zone;C-C for members 10 = 1370/Mechanical and forces&MWFRS for reactions shown;Lumber 2 = 1500/0-8-0 (min.0-1-12) DOL=1.25 plate grip DOL=1.25 Max Horz 3)Provide adequate drainage to prevent water 2 = 438(LC 8) ponding. Max Uplift 4)Plates checked for a plus or minus 0 degree 10 = 607(LC 8) rotation about its center. 2 = -621(LC 8) 5)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live 10 = 1370(LC 1) loads. 2 — 1500(LC 1) 6)'This truss has been designed for a live load of .. 20.Opsf on the bottom chord in all areas where a FORCEIS. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members,with BCDL= when shown. 10.Opsf. TOP CHORD 7)Refer to girder(s)for truss to truss connections. 2-3=-695/399,3-25=-2831/2166, 8)Provide mechanical connection(by others)of truss 4-25=-2760/2175,4-5=-2260/1641, to bearing plate capable of withstanding 607 lb uplift at 5-6=-2123/1653,6-7=-1948/1468, joint 10 and 621 lb uplift at joint 2. 7-8=-1783/1478 9)This truss has been designed for a moving BOT CHORD concentrated load of 200.01b live located at all mid 2-26=-2562/2618,2-27=-2562/2618, panels and at all panel points along the Bottom Chord, 17-27=-2562/2618,17-28=-2562/2618, nonconcurrent with any other live loads. 16-28=2562/2618,15-16=2562/2618, is t'fllmiirn?Ifrierikt lr}.irriRSibdStil?r}E.6iitE-`rW SIU97[',of lllfd;'b[Ilt,tS7p:aEY ri to-tz tnl+.lds de irui'ts¢7utfed. ,'rtss Eiup .rStrt;eil tt flhgf.f-vx hLt.Ie re,f SseCtefest rse..C>trsd:i+i;st s'-.I m,.a:t$,ttie iolpyeigm Anthony:T T6ni66111'RE, rfifr t ItleJidfii)ti ttit cCr+!I:• tf GEaII<�S li'hM k�it�ertidt r t).�Eilt(til,,i t4�tl.$tlti b{IN I3 df4fd=:0!Sl r{t r3ttf('Ffd drXt'�W ti add{d It lfiti.'fl2ftlr ii$Vt{R i4��t�M Z,k-,1ftL6 r%YJFtfd lr R. �-�0083 4451St Ude8 WdtFortPerc FL3;9�6 ii'20.16 A4 Rat liaises;Aalhgtr L ipmtn III,P.C.ityindgtian ci this danvent,in qny"(is,Is pruC:bi7id ahcer i6e at Pin pttmtsscs item A;r tonl Uejsts;Amh s}7 1air5u tf(P.L } Job Truss Truss Type Qty Ply �11101 XCAS6519DS A10 HALF HIP 1 10187938Job Reference o tionalAl Roof Trusses,Fort Pierce,FL 34946,design@altruss.cem Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 1 : 2017 Page 1 ID:91ftG_OBvLYIHkWNQ51ANUyEl5q jifF2ORaWvEsdgNwgdzdCTf7elOH9TXiexblTgzhyp3 1-4- 8-7-11 15-4-15 23-2-8 2 -0 0 31-0-0 4 8-7-11 6-9 4 7-9-9 -9- 7-0-0 4.00 12 4x10= 3x4= Dead Load Dell._.3/8 in 7 g Ii 3x4 4x6 6 W7 is m WS [� - 3x4� 5 W5 4 f a �� !I m 4x6 _= 1.5x4 11 3 4 0 0 1 2 9�1 32 v x IN Sx6= 25 15 26 14 13 27 1211 28 5x6 11 1.5x4 11 4x6= 1.5x4 11 4x10= 8-7-11 15-4-415 23-2-8 2 -0 0 31-0-0 8-7-11 6-9 7-9-9 -9- 7-0-0 Plate Offsets(X,Y)—72.04-5 Edge],[5:0-3-O,Edge),[7:0-5-8 0-2-0] [B:Edge 0-1-8) [9:0-3-0 0-3-0) [10:0-5-8 0-3-0) [13.0-2-12 0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.35 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.73 12-13 >505 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.21 13-15 >999 240 Weight:186 Ib FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except' T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 2-24=-2558/2585,2-25=-2558/2585, LOAD CASE(S) WEBS 2x4 SP No.3 15-25=-2558/2585,15-26=-2558/2585, Standard OTHERS 2x4 SP No.3 14-26=-2558/2585,13-14=-2558/2585, SLIDER 1 0-2 9=-1 24211423,29-30=-1242/1422, Left 2x6 SP No.2 3-0-0 30-31=-1242/1422,31-32=-1242/1422, BRACING- 9-32=-1242/1422 TOP CHORD WEBS Structural wood sheathing directly applied or 2-2-0 oc 4-15=0/300,4-13=-667/836, purlins, except end verticals. 6-13=-129/307,6-10=-645/627, BOT CHORD 10-12=0/298,7-10=-699/981, Rigid ceiling directly applied or 2-2-0 cc bracing. 7-9=-1738/1529,10-13=-1875/2071 WEBS 1 Row at midpt NOTES- 6-10,7-12,7-9,10-13 1)Unbalanced roof live loads have been considered MiTek recommends that Stabilizers and required for this design. cross bracing be installed during truss erection,in 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) accordance with Stabilizer Installation guide. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=17ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS REACTIONS. (lb/size) (envelope)and C-C Comer(3)-1-4-0 to 5-4-1, 9 = 1380/Mechanical Exterior(2)5-4-1 to 30-10-4 zone;C-C for members 2 = 1503/0-8-0 (min.0-1-12) and forces&MWFRS for reactions shown;Lumber Max Horz DOL=1.25 plate grip DOL=1.25 2 = 479(LC 8) 3)Provide adequate drainage to prevent water Max Uplift ponding. 9 = -618(LC 8) 4)Plates checked for a plus or minus 0 degree 2 = -616(LC 8) rotation about its center. Max Grav 5)This truss has been designed for a 10.0 psf bottom 9 = 1380(LC 1) chord live load nonconcurrent with any other live 2 = 1503(LC 1) loads. 6)'This truss has been designed for a live load of FORCES. (lb) 20.Opsf on the bottom chord in all areas where a Max.Comp./Max.Ten.-All forces 250(lb)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the M when shown. bottom chord and any other members,with BCDL= TOP CHORD 10.Opsf. 2-3=-750/306,3-23=-2801/2109, 7)Refer to girder(s)for truss to truss connections. 4-23=-2725/2121,4-5=-2165/1535, 8)Provide mechanical connection(by others)of truss 5-6=-2030/1554,6-7=-1561/1183, to bearing plate capable of withstanding 618 lb uplift at - 8-9=-264/265 joint 9 and 616 lb uplift at joint 2. BOT CHORD 9)This truss has been designed for a moving 2-24=-2558/2585,2-25=-2558/2585, concentrated load of 200.OIb live located at all mid 15-25=-2558/2585,15-26=-2558/2585, panels and at all panel points along the Bottom Chord, 14-26=-2558/2585,13-14=-2558/2585, nonconcurrent with any other live loads. 10-29=-124211423,2 9-3 0=-1 24211422, 30-31=-1242/1422,31-32=-1242/1422, I bwrjfl s.#an,JgmSrx Os f.€ 1rUA3[SfEt't�.E.%iL(<SEtM.ECD%n�sSEEirE"biRi)d tF7A;E.6U:grt¢m-EsiAyLsyi yn¢sinrsadredrtn re Lk„"tNNfr ar(y1Ct;eaf�.s[[ta¢ylE¢ai¢LR,t£is4ans Slret EEf¢te rs¢..4s�u rixisisrs..l¢¢Sr.[O,,nly u i;¢wps.f;*kraal ne1C{uHrui 1 t(n- �_p a gece"{�yei enua¢g14Cnraux •Esatersht s tsSa y r.Exazilq(afntsE dfusnilsln s.a7acrS9E aEEu'.rltN,ikamx.my loz+s{ xs.,ekwialrn - nanr kwtd! r¢ a rw.c t 4.attsrrx ns¢a t i I�.=N'le t wl„3ltcwa 1 d[ i ad ogIKLrx Anthony Ti Torbo:Il;,-P.E.: % !S, 3 [ is 7 {ls ElrlS ismsay5eit sf#t s.x¢atszdiy s¢y'lal mr zlk.x-s;t:d�¢ yea A ., ' xri ay :attawn¢ a rsna Fsir:�agx se [ 3 ro s �azmeyirsrystc�ts Ims[s rde;na�[ I r.rlf¢n#.na�iea atheserE s r.ir r ree,q,�s� :q_+is B�C83 ...rain]rsd5ir[';a,3aeefyec®+rmElitl'Eo} :ard el,,,e,Js slrEy �i..N�l#s the gvi �i ss rnn r.ie dmSnbvp;.i ufn ni'c sas s.l.k lRElFL•. R last sr uc a liiy�l. Pierce,FL,34946, Copyrig.ICU,tfjlbhg Rod Us.A gsseofEc4q l.InmEn Ill,P.F,FeproEuamnotl5is dotnmm4iaonp(tals pryA:6i;edt6-. yxllM1enrinedpumrsSigE iiom All[oil gruugs-AR@ecylaec6alli;p.E 4 Job Truss Truss Type Qty Ply A0187939 XCAS6519DS A11 HALF HIP 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:07 20 it Page 1 I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-BuDdGkSCH DMjFy6 ELUskhCJwhnuuvyrtbKr?Gzhyp2 1 4 7-11 4 15-10-3 22-10-0 2_5 2-8 31-0-0 4 7-11 4 7-10-15 6-11-13 2 4-8 5-9-8 4.00 12 3x4� 4x8= 2x4 11 Dead Load Defl.=318 in 7 Tq 8 9 3x4 5x6 WB,:-; 6 6 W8 Ufl W �5to 3x4 5'� 4 'I W ,oa 4x6 i5l� FtA \\ ! 1.5x411 3 2 5112 v 2 0 1 29 11 30 31 10 o N 8x8= 5x6 26 16 27 15 14 28 13 3x4= 5x6 I I 1.5x4 11 4x6=3x10= 3x3 11 7-11 4 15-10-3 22-10-0 25-2-8, 31-0-0 7-11-4 7-10-15 6-11-13 2 4-8 5 9 8 Plate Offsets(X Y)— [2:0-4-5 Edge] [5:0-3-0 Edge] [7.0-1-12 0-1-8] [8:0-5-0 0-2-0] [10:0-3-0 0-3-0] [12:0-5-8 0-4-0] [14:0-2-0 0-1-81 LOADING(psf) SPACING- 2-2-0 CSI. DEFL. in ([cc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.26 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.65 14-16 >566 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.25 14-16 >999 240 Weight:202 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except* 10)Graphical purlin representation does not depict the T3:2x4 SP No.2 BOT CHORD size or the orientation of the pudin along the top and/or BOT CHORD 2x4 SP M 30*Except* 2-25=-2908/2850,2-26=-2908/2850, bottom chord. 133:2x4 SP No.3,B4:2x4 SP No.2 16-26=-2908/2850,16-27=-2908/2850, WEBS 2x4 SP No.3 15-27=-2908/2850,14-15=-2908/2850, OTHERS 2x4 SP No.3 12-13=0/260,7-12=-970/1130, LOAD CASE(S) SLIDER 12-29=-1526/1656,11-29=-1528/1653, Standard Left 2x6 SP No.2 3-0-0 11-30=-964/1088,30-31=-964/1088, BRACING- 10-31=-964/1088 TOP CHORD WEBS 2-0-0 cc purlins(3-0-9 max.), except end verticals 4-16=0/312,4-14=-821/1024, (Switched from sheeted:Spacing>2-0-0). 6-14=-285/478,12-14=-2066/2199, BOT CHORD 6-12=480/456,7-11=-1 38011355, Rigid ceiling directly applied or 4-2-7 cc bracing. 8-11=-1 06711262,8-10=-1627/1445 WEBS 1 Row at midpt NOTES- 4-14,12-14,7-11,8-10 1)Unbalanced roof live loads have been considered for this design. REACTIONS. (lb/size) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 10 = 1484/Mechanical Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 2 = 1625/0-8-0 (min.0-1-15) h=17ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Max Horz (envelope)and C-C Corner(3)-1-4-0 to 5-5-3, 2 = 563(LC 8) Exterior(2)5-5-3 to 30-10-4 zone;C-C for members Max Uplift and forces 8!MWFRS for reactions shown;Lumber 10 = -692(LC 8) DOL=1.25 plate grip DOL=1.25 2 = -664(LC 8) 3)Provide adequate drainage to prevent water Max Grav ponding. 10 = 1484(LC 1) 4)Plates checked for a plus or minus 0 degree 2 = 1625(LC 1) rotation about its center. 5)This truss has been designed for a 10.0 psf bottom FORCES. (lb) chord live load nonconcurrent with any other live Max.Comp./Max.Ten.-All.forces 250(lb)or less except loads. when shown. 6)'This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a 2-3=-7J1/420,3-24=-3078/2337, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4-24=-2967/2348,4-5=-2297/1593, bottom chord and any other members,with BCDL= 5-6=-2202/1607,6-7=-1847/1437, 10.Opsf. 7-8=-1148/960 7)Refer to girder(s)for truss to truss connections. BOT CHORD 8)Provide mechanical connection(by others)of truss 2-25=-2908/2850,2-26=-2908/2850, to bearing plate capable of withstanding 692 lb uplift at 16-26=-2908/2850,16-27=-2908/2850, joint 10 and 664 lb uplift at joint 2. 15-27=-2908/2850,14-15=-2908/2850, 9)This truss has been designed for a moving 12-13=01260,7-12=-970/1130, concentrated load of 200.01b live located at all mid 12-29=-1526/1656,11-29=-1528/1653, panels and at all panel points along the Bottom Chord, 11-30=-964/1088,30-31=-964/1088, nonconcurrent with any other live loads. 10-31=-964/1088 ea-.u;fi sl+:ro 1r;rx n!1!�(1[91'v�eSEpR'fE 531irtW SiCY7r;,S(EiiaH�,67f R.k'CU%I Am rl�f cEF to u_:A etstlf d nd nnC rp!• gklLe;ilicsi Iso(I_.u*s6';1 1 ul5l ltFeluan l+s ca u!C! 7`t6 d ee 1hlai iwP plS s:tihnl3tn Al lEeust.tild.l aT s lipeEueus t;Sflatry ic;r!! ssefla ia(lt1?irt asanj'�dheoihnxadu{s n y vrnslrLn lu 4tksvidl}iial.f i7�fUAt S3p!!a!s!III1. Nw mssry+xalsa!:r ti. Ie1t ,AnthOny.T TOctbo�lt;P.E.• ,alis dh�sr luw.talknjna!araes¢i�±.ffl a d-t.eusvlaal+ll e;rtfaah t rl 7ser,iatu M E+.t. C'a!a I d},.�,�ila s1 iN1 rxatF++d A 1 bw j iiW t 13 t naq sr8'm¢n y aut�l:.�+ta�t4eLt R! s(eeaa.as �88Q83.. ` tl�cOq pfUf(tailaCE/.iliJtiStltCflCiLabtUA IR7SSC{RkSr l39AlIdS (i"faa.$al�IbagamUl'SPrdGSw.Jtt�IUflt.l!idles ha1MR1-..ane.l'i A'+1'tlltaJ.ROES tA=;lfsAtr SSMS.�M IPis,'It]'.!@STla•f1i3�5Cla!'l..aAlISS aasl,se s.uc.eawd.. - 'eknxrtr:lEuslsrr(i^v5u�.erl�axaetlhagEl irra^sg+dtl:.tet nsb ig2ElEaaxS A�3lt.!(gElsEg flr s.(Sfln.Ci!!l drain fn�,u uin sf lc.ulrt`l talrFl;, �, - ForFPerce FL'.3,y4¢t 4prngNQ'1916A.1 Foofbcises-Anihayl.lomho III,FEfi'adugiudui lhisdatnmcat,in untlaal is prd6lbiud thcl ihe,ri)!en pnmisski It=A]Fool Ldsseis h1ho tl.lo;bb III;P1 t Job Truss Truss Type Qty ply XCAS6519DS Al2 HIP 1 1 A0187940 } Job Reference(optional) At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:08 2017 Page 1 ID:91 ftG—OBvLYIHkWNQ51 AN UyE15q-g5nOT4Tg2W Uas8XJn2?5HuITj54gdLU?6F4PYizhypl 1-4-p 9-2-11 14 8-6 21-2-2 27 4 8 32-6-0 37-7-8 44 7 12 i-4 0 9-2-11 5-5-11 6-5-12 6-2-6 5-1-8 5-1-8 7-0-4 5x8 II 4.00 12 3x6= 5x6= Dead Load Dell.=312 in 7 26 8 27 9 3x4 11 4x6 s 28 6 4 10 — 4x6 mz� 3x6 il::� T 5 ws w 8 3x6 a:;� 4 W9 m 3 IS VVd 2x4 11 25 1 !_ °q 1 2 5 15 11 � 31 14 32 13 33 34 12 29 19 18 17 30 16 35 36 21 . 3x6= 2 MT20H5= U8— 3x6= 4x8= 2x4 II 6x6= 8x8= 3x4 II 6x10= 9-2-11 144 8-6 21-2-2 27-4-8 37-7-8 44-7-12 9-2-11 5 5-11 6- -;2 6-2-6 10-3-0 7-0 4 Plate Offsets(X,Y)— [2:0-7-1,0-1-1],[4:0-3-0,Edge] [10:0-1-12 0-2-0] [11:0-3-0 Edge] [12:0-2-0 0-1-8] [15.0-3-0 0-2-8) [16:0-2-0 0-0-0] LOADING(psf) SPACING- 2-2-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.38 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.92 12-14 >582 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.24 21 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MS Wind(LL) 0.44 6-15 >999 240 Weight:305 lb FT=0 LUMBER- TOP CHORD 2x4 M 30`Except' T3:2xx 9)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP M 30*Except* 2-29=-3319/4717,19-29=-3319/4717,4 SP No.2, 2x4 SP M 31 BOT CHORD to bearing plate capable of withstanding 1077 lb uplift B1:2x6 SP 2400F 2.OE,B3:2x4 SP No.3 18-19=-3319/4717,17-18=-3319/4717, at joint 2 and 949 lb uplift at joint 21.10)This truss has been designed for a moving B2:2x6 SP No.2 15-16=0/276,6-15,14-31=-2 concentrated load of 200.01b live located at all mid WEBS 2x4 SP No.3*Except* 15-31=-2014/2815,14-31=-2014/2815, W5:2x4 SP No.2,W10:2x6 SP No.2 14-32=-1683/2318,13-32=-1683/2318, panels and at all panel points along the Bottom Chord, OTHERS 2x4 SP No.3 13-33=-1683/2318,33-34=-1683/2318, nonconcurrent with any other live leads. WEDGE 12-34=-1683/2318 11)Graphical purlin representation does not depict the Left:2x4 SP No.3 WEBS size or the orientation of the purlin along the top and/or BRACING- 3-17=-695/489,5-17=-259/340, bottom chord. TOP CHORD 15-17=-2836/4025,5-15=-271/184, 2-0-0 oc purlins(2-8-3 max.), except end verticals 7-15=-1467/1928,7-14=-602/613, LOAD CASE(S) (Switched from sheeted:Spacing>2-0-0). 8-14=-616/976,8-12=-1455/1135, Standard BOT CHORD 10-12=-1396/2041,3-19=0/251 Rigid ceiling directly applied or 3-11-9 or-bracing. WEBS NOTES- 1 Row at midpt 1)Unbalanced roof live loads have been considered 15-17,7-15,7-14,8-14,8-12,9-12,10-21,10-12 for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) REACTIONS. (lb/size) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 2 = 2268/0-8-0 (min.0-1-14) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 21 = 2164/0-5-8 (min.0-1-8) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9, Max Horz Interior(1)3-1-9 to 27-4-8,Exterior(2)27-4-8 to 2 = 544(LC 8) 43-11-4,Interior(1)43-11-4 to 44-5-0 zone;C-C for Max Uplift members and forces&MWFRS for reactions shown; 2 = -1077(LC 8) Lumber DOL=1.25 plate grip DOL=1.25 21 = -949(LC 8) 3)Provide adequate drainage to prevent water Max Grav ponding. 2 = 2268(LC 1) 4)All plates are MT20 plates unless otherwise 21 = 2187(LC 2) indicated. 5)Plates checked for a plus or minus 0 degree FORCES. (lb) rotation about its center. Max.Comp./Max.Ten.-All forces 250(lb)or less except 6)This truss has been designed for a 10.0 psf bottom when shown. chord live load nonconcurrent with any other live TOP CHORD loads. 2-25=-5092/3005,3-25=-4972/3033, 7)'This truss has been designed for a live load of 3-4=-4452/2787,4-5=-4334/2804, 20.Opsf on the bottom chord in all areas where a 5-6=-4272/2917,6-7=-4301/3157, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 7-26=-2804/2175,8-26=-2804/2175, bottom chord and any other members,with BCDL= 8-27=-1592/1281,9-27=-1592/1281, 10.Opsf. 9-28=-1739/1255,10-28=-1751/1232, 8)Bearing atjoint(s)21 considers parallel to grain 11-21=-2187/1537,10-11=-2102/1559 value using ANSI/TPI 1 angle to grain formula. BOT CHORD Building designer should verify capacity of bearing 2-29=-3319/4717,19-29=-3319/4717, surface. 18-19=-3319/4717,17-18=-3319/4717, #aaiarFl ellamtk¢reriprl e.l'1IC,iiLig 5!i3 yfflt3rrfU{16.JSC IkpS tCSECY{YP8')SfENC6'IEUaYffl-�lanlydt t:',p rxa_smaNni1 M, ss rns,Eny Cra u1Flte;iNtleamariT.!clu;iz-t,+eaei tirutJme.,_Ciesora-.I,e cfd r,to tLb:eelr i4i!ic€3r rltl iFYil lxn t6kxe'CCpea ad3 RS En sCnrs Eirn Ir,rr h&q !n snluuq lM it szm LTr`Sd1yI11r eR al ttgo ngtespwCt�6rYie sy el3esnrklm iE%la.daiCGe I/aenitll.Ta:teSre mrxs:, Sr 4vas.sait.r..ry nt'vied[r-f fir i!Ii9r 11,p :iroAmeC of C same t#.ine 6xil CB *usf lAh.I1:pa rGa lMtniblfa ieia ael rFi Re,nid�h lOCad a'fi!ld td6t-'i<t,te Mi lee,ffzlal4 ea,l WrC , aild AntheriyS TomtiotII P.E. '' u sM tnha3u ul as n u:tc t rno:aftr tlx d ri a eyc p msr is l antmr itE r t taE e!ilna t r Yaw ra tnitfi an.:in i5u rf rcid6 t xo w taF se E n'<n!Kl em ,: 4'! an nm� 6u to�anm/y!at r,u n:rq li ft tamest deJ,iu 7n f6a,w W3ceet is l+'rt1 Ir lst 6i,Irarc n u fled E�ru±ttu!e,1t10,>7,.0.ierAoiceA M�rtt ai'E�6a!1.]tll. 4451,SL LUCID Blvd,. • -, - Forf.Pierce;FL34440 (ep"pigh(�1Q16 AJ tebt 6ossai AcihanpJ T,n,e.It P.E.Re fadM.aa"cl Ihildocumem.io hnp tgam,is plohi6ii_ed>vvhool the mitiep pninstiao lanef AEI i cf UuiuY-Apthooy iacxhc 116 P.F •4 Job Truss Truss Type QtY PIY A0187941 XCAS6519DS A13 Hip 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:09 2017 Page 1 I D:91 ftG-OBvLYIHkW NQ51 AN UyElSq-8HKOhQTSpgcRU 16VLIW Kp6HdhVRLMpFBKvpy49zhyp0 1 4 7-8 4 15-61 21-2-2 24-0-0 29-4-8 35-7-8 42-1-12 -7-1 4 7-8 4 7-9-15 5-7-15 2-9-14 5 4-8 6-3-0 6-6 4 2 6-0 4.00 F12 5x6= 5x8= Dead Load DeFl.=9/16 in 9 10 32 33 7 8 T 5 11 6 12 5x6 WB� 3x6 W1 5 T 10 W13 m 4 1 1 t n 3x6 ti o 3 W 5 6 ro 2X4 II W1 31 4 l Io 2 l Y 372x4 11 38 17 16 395 4041 42 2x4= 3x8= 3x6= 2x4 III 30 24 34 23 2235 21 36 20 2x4 11 2x4 11 8x8 5x6= 5x10 MT20HS= 3x4 11 4x10= 2x4= 12x14= 3x6= 7-84 ,10-8-13 15 6-3 21-2-2 24-0-0 29-4-8 , 35-7-8 42-1-12 A4-7-12 784 3-0-9 4-9-6 5-7-15 2-9-14 5-4-8 6-6 4 2-6-0 Plate Offsets(X,Y)- [4:0-3-0,Edge],[7:0-3-0,Edge],[10:0-5-12,0-2-8],[14:0-1-12,0-1-0],[14:0-3-0,0-1-12],[18:0-1-8,0-1-0],[21:0-3-0,0-2-0],[23:0-3-0,0-2-4],[24:0-3-7,0-1-2], ]24:0-2-8 0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(ILL) -0.31 20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.88 20 >601 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.33 30 n/a n/a BCDL 10.0 Code FBC2014/FP12007 Matrix-MS Wind(LL) 0.49 20 >999 240 Weight:323 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except` rotation about its center. Plates checked for a plus or minus 0 degree T3,T4:2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2`Except* 2-31=-4564/2650,3-31=-4474/2671, rotation 7)This truss has been designed fora 10.0 B1,B2:2x4 SP M 30 3-4=-3916/2401,4-5=-3823/2413, B3,B5,B7:2x4 SP No.3 5-6=-4611/3138,6-7=-3881/2753, chord live load nonconcurrent with any otherr bottom live WEBS 2x4 SP No.3`Except` 7-32=-3836/2755,8-32=-3824/2757, loads. Vv7,W2:2x4 SP No.2,W15:2x6 SP No.2 8-9=-2706/2023,9-10=-2515/2001, 8)`This truss has been designed for a live load of W1:2x8 SP No.2 10-33=-1995/1483,11-33=-2003/1462, rectangle f on the bottom chord in all areas where a OTHERS 2x4 SP No.3 11-12=-788/558,13-30=-198311383, rectangle 3-6-0 tall by other wide will fit between the BRACING- 12-13=-1954/1350,2-24=-2014/1474 bottom chord and any other members,with BCDL= TOP CHORD BOT CHORD 9)Bearing Structural woad sheathing directly applied, except end 24-34=-1188/1331,23-34=-1188/1331, 9)Bearing at joint(s)30 considers parallel to grain verticals. 23-35=-2967/4244,22-35=-2967/4244, value using A designer should 1 angle to grain formula. BOT CHORD 21-22=-2967/4244,6-19=-715/1153, Building designer should verify capacity of bearing surface. Rigid ceiling directly applied or4-1-13 oc bracing. 8-18=-724/1267,19-37=-3066/4302, Except: 18-37=-3066/4302,18-38=-2650/3666, 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1004 lb uplift 4-1-0 oc bracing:11-14 17-38=-2650/3666,17-39=-1254/1811, at WEBS 16-39=-1254/1811,15-16=-1254/1811, at joint 24 and 846 lb uplift at joint 30. 1 Row at midpt 15-40=-558/769,40-41=-558f769, 11)This truss has been designed fora moving concentrated load of 200.0lb live located at all mid 3-21,19-21,8-17,10-17,11-15,12-30,2-23 14-41=-558f769,11-14=-1623/1323 WEBS panels and at all panel points along the Bottom Chord, MiTek recommends that Stabilizers and required nonconcurrent with any other live loads. cross bracing be installed during truss erection,in 3-21=-686/462,5-21=-1135/976, accordance with Stabilizer Installation guide. 19-21=-2728/3879,5-19=-603/771, 6-18=-1304/861,8-17=-168511247, LOAD CASE(S) REACTIONS. (lb/size) 9-17=-200/480,10-17=-882/1198, Standard 24 = 2102/0-8-0 (min.0-2-8) 10-15=-735/673,11-15=-959/1367, 30 = 1983/0-5-8 (min.0-1-8) 12-14=1346/1857,2-23=-1783/3178 Max Horz 24 = 516(LC 8) NOTES- Max Uplift 1)Unbalanced roof live loads have been considered 24 -1004(LC for this design. 30 = -846(LC 8)) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Max G7av Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 24 1 2102(LC 1) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 30 = 1983(LC 1) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9, Interior(1)3-1-9 to 29-4-8,Exterior(2)29-4-8 to 35-7-8, FORCES. (lb) Interior(1)41-11-4 to 44-5-0 zone;cantilever left and Max.Comp./Max.Ten.-All forces 250(lb)or less except right exposed;C-C for members and forces&MWFRS when shown. for reactions shown;Lumber DOL=1.25 plate grip TOP CHORD DOL=1.25 2-31=4564/2650,3-31=-4474/2671, 3)Provide adequate drainage to prevent water 3-4=-3916/2401,4-5=-3823/2413, ponding. 5-6=-4611/3138,6-7=-3881/2753, 4)All plates are MT20 plates unless otherwise 7-32=-3836/2755,8-32=-3824/2757, indicated. 8-9=-2706/2023,9-1 0=-2515/200 1, 5)All plates are 4x6 MT20 unless otherwise indicated. 9aRuT fl;hua�i,etT[ek!,izvY3f 6ssdaSjtfx re@haw srlfll{nfwfffdifHae�Gl�ir oe`lehQ!,e iryw4�9f.trcRs Lr1W�r7w Ri�nekClDlr niffFsrctg slrzldTvn tde9.m1ArSDvf cG 4iI,l,!M,zrt,lrs:m�sc.rs.a l uEAei:f,I rnIe xApliD,sfe•nrr kuserf f G prtget�E^rteS,z.iD[li(iniSQise4iet r_a F7.(RLf-tl alIp':riD s nm'/lie:eSyUl,�?iiryiI iCr.trar1l,da;6f(D ltLJiaeenP uGl:eaa!1f lut('I�ie1s<S;M®6irc1ee lse;tf efisLp.e6tlprseilife eidw zftIntPn f!;,1ffDe>il`L Ilkt.11,e!eu;ei'l,JSrsDAefgrtan er D,wf,tt3r FFy{i w•r7i,:idpnga'irn!l c1nl&ImtfiDd xZlse lSsiij=iFDiM:iiFTi,n.,>7dira,or�ef ar is;n:n.a!Ii�cdrD a3 Mbt x>xqD�,..mSsiel tF,tr.-eat6 03h a TfD T x..fek+i f eruv xr ub�f6n!,<uir.r f,e.lreuiems{fadnntrc f<ae>nanidrnms r!; AntficnY: .To'mba"iIlR. .E. 4451 St Lucie 8lvd, q . tlt Ma;ril iilffiegxli4l.. FO1t PieTejt-'34446 � taPPi561�.7Q16¢41 taFi Losszs;l.eihdnylTm`.dllt,.PE,Rtlladoni>F�lipti dnfumeot in origform,ifpiohi6iied,xiihout i6e mfienpeim3ssianfie©AIA olLasuf-AnhonyF.LxAc1IF.P.F: Job Truss Truss Type Qty Ply XCAS6519DS A14 Hip 2 1 A0187942 ' Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:10 2017 Page 1 I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-cTumum U4a8kl6RhhvT1 ZMJgg8vmd5 E_HZZZWcbzhyp? 1,_4� 7-11-13 14 8-6 21-2-2 24-0-0 31-0-0 34-0-0 42-1-12 A4 7 1a 1-4 7-11-13 6-8-9 6-5-12 2-9-14 7-0-0 3-0-0 8-1-12 2 6 0 4.00 12 5x6= 5x8= Dead Load Detl.=314 in TA 9 10 T 78 31 6K 11 12 3x6 W10 W13 5 1 1 0 CT 3x6 4 0 n 3 W 5 2x4 II W1 30 W7 9 1 1 13 ti o 0 1 2 W II 36 17 37 16 15 38 R. • 4z4= 3x8= 3x6= 2x4 II 23 32 22 33 21 34 20 2x4 11 3x6= 2x4 11 29 8x8 7:-� 8x14= 3x4 11 2x4= 12x14= 3x6= 7-11-13 10-8-1a 14-8-6 21-2-2 24-0-0 31-0-0 34-0 0 42-1-12 114-7-1a 7-11-13 2-9-0 3-11-9 6-5-12 2-9-14 7-N 3-0-0 8-1-12 2-6-1 Plate Offsets(X,Y)- [4:0-3-0,Edge],[8:0-2-11,Edge],[10:0-5-12,0-2-12],[14:0-3-0,0-1-12],[14:0-1-12,0-1-0],[18:0-1-8,0-1-0],[22:0-3-0,0-1-8],[23:0-2-8,0-3-4],[23:0-3-7 A-1-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.39 20 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -1.12 20-21 >471 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.49 29 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.61 20 >865 240 Weight:318 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except' T4:2x4 SP No.2 TOP CHORD 6)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2`Except' 2-30=4536/2575,3-30=-4439/2597, chord live load nonconcurrent with any other live 131,135:2x4 SP M 30,B3,B6:2x4 SP No.3 34=4014/2393,4-5=-3928/2404, loads. WEBS 2x4 SP No.3*Except* 5-6=-5746/3817,6-7=-4673/3216, 7)'This truss has been designed for a live load of W7,W2:2x4 SP No.2,W15:2x6 SP No.2 7-8=-2728/1944,8-9=-2716/1967, 20.Opsf on the bottom chord in all areas where a W1:2x8 SP No.2 9-10=-2515/1965,10-31=-2303/1718, rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 11-31=-2406/1694,11-12=-974/656, bottom chord and any other members. BRACING- 13-29=-1983/1325,12-13=-1972/1280, 8)Bearing atjoint(s)29 considers parallel to grain TOP CHORD 2-23=-2009/1469 value using ANSI/TPI 1 angle to grain formula. Structural woad sheathing directly applied or 2-6-7 oc BOT CHORD Building designer should verify capacity of bearing purlins, except end verticals. 23-32=-1266/1445,22-32=-1266/1445, surface. BOT CHORD 22-33=-2892/4211,21-33=-2892/4211, 9)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 4-1-9 oc bracing. Except: 19-20=0/264,6-19=-917/1445, to bearing plate capable of withstanding 996 lb uplift at 4-4-0 oc bracing:11-14 7-18=-839/1513,19-35=-3715/5367, joint 23 and 828 lb uplift at joint 29. 10-0-0 oc bracing:19-20 18-35=-3715/5367,18-36=-3113/4435, 10)This truss has been designed for a moving WEBS 17-36=-3113/4435,17-37=-1451/2174, concentrated load of 200.01b live located at all mid 1 Row at midpt 16-37=-1451/2174,15-16=-697/989, panels and at all panel points along the Bottom Chord, 19-21,7-17,11-16,12-29,2-22 15-38=-697/989,14-38=-697/989, nonconcurrent with any other live loads. JOINTS 11-14=-1623/1333 1 Brace at Jt(s):19 WEBS LOAD CASE(S) MiTek recommends that Stabilizers and required 3-21=-555/392,5-21=-1500/1192, Standard cross bracing be installed during truss erection,in 19-21=-2945/4266,5-19=-1112/1556, accordance with Stabilizer Installation guide. 6-18=-164511081,7-17=-2338/1690, 9-17=-322/526,10-17=-752/1032, REACTIONS. (lb/size) 10-16=-526/496,11-16=-913/1362, 23 = 2102/0-8-0 (min.0-2-8) 12-14=-1394/1982,2-22=-1638/3027 29 = 1983/0-5-8 (min.0-1-8) Max Horz NOTES- 23 = 526(LC 12) 1)Unbalanced roof live loads have been considered Max Uplift for this design. 23 = -996(LC 8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 29 = -828(LC 8) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; Max Grav h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 3 23 = 2102(LC 1) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9, 29 = 1983(LC 1) Interior(1)3-1-9 to 31-0-0,Exterior(2)31-0-0 to 34-0-0, Interior(1)40-3-12 to 44-5-0 zone;cantilever left and FORCES. (lb) right exposed;C-C for members and forces&MWFRS Max.Comp./Max.Ten.-All forces 250(lb)or less except for reactions shown;Lumber DOL=1.25 plate grip when shown. DOL=1.25 TOP CHORD 3)Provide adequate drainage to prevent water 2-30=-4536/2575,3-30=-443912597, ponding. 3-4=-4014/2393,4-5=-3928/2404, 4)All plates are 4x6 MT20 unless otherwise indicated. 5-6=-5746/3817,6-7=-4673/3216, 5)Plates checked for a plus or minus 0 degree 7-8=-2728/1944,8-9=-2716/1967, rotation about its center. 4Tesy Fl IItRnllrrzm tx 1110 11L9S3t 5,'1�reEf3F11[lll5fl 3%112WAT41"-p18`j All LL11',Irn�rnil,t4�prxoskttadleil .s nSvs rest Cetlp a t>372`,.cid8 do{rTa:lt P.i;r 4attx S3etth,6e 6jiu.lta lse s�dnrt lc�,tdj 3?d�iamr's{It stkll ltttti kf?x•Wuhedi if ins 0•sFe�Taz(t rutEf fiSit nsxluwj l6;trt tW f`+atAot{N'ss I ;a 1;.sya..dy k•St/ts.;ed0t sh�aT iretlnd:rJu I!x 7/1L C_itsl uan,_6rLx{ t@u twlil i,Ar -- t=intdk n�Tura srtt .rrdt�c h c -en'se>utmt tptiFTt u - mg d tdri n ptrK tnclm:ut�a tirl tk -da'it tonet�:retd to t.t;>iata bsT f atrn n r.c6tt:;s3d11 Irn d Anthcriy%.T.Tomtip(II,PE: ' d7t]IgOsgtxas[uki�tr iq tYl ss�Ia410 d8s Trz6uitlµtduts ltrlait:r6^pvtd Ss'th ldue L,a rtSl}I lfi till r,wuatrttdne eta+r dl urt rFl efim@inir plus i(:iisdn.l sastx,lrzis Ce•nhertesi lrtsslkeAt3nn'iekss tE n:iu dutastttanai ipab 1 hmlxi lrir ryn,tch tltidlla.I t Ott txG arttn Clrtlt lrll arOritryrt Flj u.<rtlti hlmierdn,as lll>7.FIl rtrpollttl�t.n,siimMKrtl 1, 4451:St Lude Blvd, Pierce.FL`34046 (upjtigEt'l1.2014 AJ NmiLusszs-Anlhpuy I T s.c fl(,f.E,Re r�domx el this document,in ony fnrm,ts plohiEned xilhnon6eptfien pelmistien frem A:I iaat Gpsszt-A(hony T T-te5d III.�p.E i Job Truss Truss Type Qty Ply 87943 A01 XCAS6519DS A15 Hip 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:11 2017 Page 1 ID:91ftG OBvLYIHkWNQ51ANUyEl5q-4gS866VKRs9jbGuTAZovXNzeJ4igigRoDl381zhyp_ 1 4- 7-11-13 14-8-6 21-2-2 24-0-0 29-0-0 1-0 34-0-0 6-0- 42-1-12 4-7-1 4 7-11-13 6-8-9 6-5-12 2-9-14 5-0-0 2-0-0 3-0-0 2-0-0 6-1-12 2-6-0 4.00 F12 5x6= 5x10 MT20HS= Dead Load Deft.=3/4 in 9 41 T4 10 42 Sx10 MT20HS% 8 5 11 12 7 32 T W12 3x6 6 W10 W13 T o W6 1 1 � 3x6 4 o 3 5 0 0 9 1 1 13 � o 2x4 II W1 31 I� 2 II 36 17 16 37 3A5 39 111 1 W 4x4= 3x8= 3x6= 1.4 I I 0 24 33 23 22 21 34 20 2x411 2x4 II 30 8x8 5x10 MT20HS= 3x4 I 2x4= 5x6= 4x10= 12x14= 3x6= 7-11-13 10-8-1a 14-8-6 21-2-2 24-0-0 31-0-0 34-0-0, 42-1-12 A4-7-1� 771 2-9-0 3-11-9 6- -;2 2-9-14 7-0-0 3-0-0 8-1-12 2 6-0 Plate Offsets(X Y)- [4:0-3-0 Edge] [6-0-5-0 Edge] [10:0-7-0 0-2-8] [14:0-1-8 0-1-0] [18:0-1-8 0-1-0] [21:0-2-12 0-2-0] [24:0-3-7 0-1-2] [24:0-2-8 0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.38 20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.10 20 >480 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.49 30 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.61 20 >865 240 Weight:313 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except* 6)Plates checked for a plus or minus 0 degree T5:2x4 SP No.2 TOP CHORD rotation about its center. BOT CHORD 2x4 SP No.2*Except* 2-31=3542/2644,3-3 1=-4 44512 6 6 6, 7)This truss has been designed for a 10.0 psf bottom B3,B6,B8:2x4 SP No.3 34=-3982/2444,4-5=-3910/2463, chord live load nonconcurrent with any other live B5,B2:2x4 SP M 30 5-6=-5751/3947,6-7=-5644/3957, loads. WEBS 2x4 SP No.3*Except* 7-32=-4655/3324,8-32=-4599/3332, 8)*This truss has been designed for a live load of W7,W2:2x4 SP No.2,W15:2x6 SP No.2 8-9=-3180/2365,10-11=-2249/1654, 20.Opsf on the bottom chord in all areas where a W1:2x8 SP No.2 11-12=-960/681,13-30=-1983/1388, rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 12-13=-1951/1360,2-24=-2014/1482, bottom chord and any other members,with BCDL= BRACING- 9-41=-2977/2327,41-42=-2977/2327, 10.Opsf. TOP CHORD 10-42=-2977/2327 9)Bearing atjoint(s)30 considers parallel to grain Structural wood sheathing directly applied or 2-2-0 oc BOT CHORD value using ANSIIrPI 1 angle to grain formula. purlins, except end verticals. 24-33=-1237/1390,23-33=-1237/1390, Building designer should verify capacity of bearing BOT CHORD 22-23=-2956/4217,21-22=-2956/4217, surface. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 19-20=0/258,7-19=-918/1459, 10)Provide mechanical connection(by others)of truss 4-2-0 oc bracing:11-14 8-18=-946/1534,19-35=-3852/5377, to bearing plate capable of withstanding 1006 lb uplift 10-0-0 oc bracing:19-20 18-35=-3852/5377,18-36=-3180/4386, at joint 24 and 850 lb uplift at joint 30. WEBS 17-36=-3180/4386,16-17=-1421/2050, 11)This truss has been designed for a moving 1 Row at midpt 16-37=-1421/2050,37-38=-1421/2050, concentrated load of 200.01b live located at all mid 19-21,5-19,8-17,10-17,11-15,12-30,2-23 15-38=-1421/2050,15-39=-673/927, panels and at all panel points along the Bottom Chord, JOINTS 14-39=-673/927,11-14=-1564/1264 nonconcurrent with any other live loads. 1 Brace at Jt(s):19 WEBS MiTek recommends that Stabilizers and required 3-21=-591/400,5-21=-1557/1265, cross bracing be installed during truss erection,in 19-21=-2915/4137,5-19=-1316/1749, LOAD CASE(S) accordance with Stabilizer Installation guide. 7-18=-1727/1178,8-17=-1953/1450, Standard 9-17=-260/586,10-17=-992/1352, REACTIONS. (lb/size) 10-15=-676/640,11-15=-983/1398, 24 = 2102/0-8-0 (min.0-2-8) 12-14=-1349/1863,2-23=-1722/3086 30 = 1983/0-5-8 (min.0-1-8) Max Horz NOTES- 24 = 514(LC 8) 1)Unbalanced roof live loads have been considered Max Uplift for this design. 24 = -1006(LC 8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 30 '_ -850(LC 8) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Max Giav h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 24 = 2102(LC 1) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9, 30 = 1983(LC 1) Interior(1)3-1-9 to 29-0-0,Exterior(2)29-0-0 to 42-3-8, Interior(1)42-3-8 to 44-5-0 zone;cantilever left and FORCES. (lb) right exposed;C-C for members and forces&MWFRS Max.Comp./Max.Ten.-All forces 250(lb)or less except for reactions shown;Lumber DOL=1.25 plate grip when shown. DOL=1.25 TOP CHORD 3)Provide adequate drainage to prevent water 2-31=4542/2644,3-31=4445/2666, ponding. 34=-3982/2444,4-5=-3910/2463, 4)All plates are MT20 plates unless otherwise 5-6=-5751/3947,6-7=-5644/3957, indicated. 7-32=-4655/3324,8-32=-4599/3332, 5)All plates are 4x6 MT20 unless otherwise indicated. gahp•Flyu i-illni ne II luf 6o!i biulaki 6STP,Y('19T);OI9ti:1r.9Eirl...ltid,,h ppn.in,W inl w aGsr%'S,EeI 7 t�t7171r,< Bt/tn r1.Tuit N;i Ifi¢47ntFelm n_wi.&lar inG 1&O,ul{ _ urtirce r r��n,:"W'da iWlt co„i"A is,rs,OnmEirsay{s5{e;dyFlr Snsxln;¢v;'IfxJtgrzstslsntuq;xti0ps'teiwilte5 u,{esyaii9.last/u�el:xsu{hrrtsitr^1�1e.6e1DC (ra�ninjTautpp.�q�n.l�r ass +�•s,er AnthcnyT T6mboI1I,:F:E: n- r.+-�+!deae s o bi sde�n;;z.�,n warp av f�neua ran,n;ntsc rn1�a=Ir�,rta mlrl r-..rw�flihtipa r fajaa elk,1 G:rytneLsy i j,nsm o-rd r1eu�,3�1�1 pR / rratab >.80083 , ntr.?ra{p,rya sprtiArc m,ne:,,pi+n:1p rx rR©m IF ea tdt?E l=L rr,law !l I�,naor isl}nrir iA,l ryiilnt easr-+Yapt.., lru r�usm,e,r � ,.larn�, n 1 s,p ueii,i�v,,ca..r pr:tvRil, eama n,nkss 4451 St Lulde]61`vd, k'b sat ra a!,we'mNe r,anN ghrlrw u rtsi.ie n sorer t:cea c rues,eetaSrpu rlos ng,e pEmacagn>igr,au rp��d Mr,�.�sH�,d:ir.1: Fo t;Pterce,f(.3g446 � (op`pigh�.;7416 Ad N�ofLnsszs,AsihunyiTm pj16 P.f.Re rcdoa{rdihiidatomentirth fcim,is FiphiSii_ad,wnhourrlieminenpei�aissiaali6mAlA al GnsuY,,A{tfionrCThehbll(,-P.E: r, Job Truss Truss Type Qty Ply XCAS6519DS A16 Hip 1 1 A0187944 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:12 2017 Page 1 ID:91 ftG-OBvLYIHkW NQ51 AN UyElSq-YSO WJR WL51-OLlr40u41 Rkv7_iQFZ93a0t2cg Uzhyoz a 4 0 7-11-13 14-8-6 21-2-2 24-0-0 27-0-0 32 6-0 38-0-0 42-1-12 44-7-12 1 4- 7-11-13 6-8-9 6-5-12 2-9-14 3-0-0 5 6-0 T. 4-1-12 2-6-0 4.00 12 4x6� 5x6= 3x6= 5x6= 4x6 Z- Dead Load DeFl.=3/4 in 7 8 4 9 44 10 4x6 3xfi 4x6 4 11 4x6 32 Tfi 10 W12 12 _ q5 3x6 W6 1 12 1 13 ti o C6 3 5 n 7 at � m 2x4 II 31 W2 W7 9 1 1 13 t' Io 0 1 2 yIp 37 17 38 16 39 40 15 41 1N c 'x4- 3x8= 500 MT20HS= 3x8 30 24 33 23 22 34 21 35 20 2x4 II 2x4 II = 8x8� 5x10 MT20HS= 4x10= 3x4 I I 4x6 2x4 11 5x6= 12x14= 2x4= 2x4 II 3x6= 7-11-13 14 8-6 21-2-2 24-0-0 32-0-0 42-1-12 st4-7-12 7-11-13 6-8-9 6-5-12 2-9-14 8 6-0 9-7-12 2-6-0 Plate Offsets(X,Y)- [4:0-3-0,Edge),[14:0-1-8,0-1-01,[18:0-1-8 0-1-01,[21:0-2-12,0-2-0),[24:0-2-8,0-3-4) [24:0-3-7,0-1-2) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.40 15-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.16 15-17 >458 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.51 30 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.62 20 >857 240 Weight:316 Ib FT=O% LUMBER- TOP CHORD 2x4 SP M 30`Except` T4,T3:2x4 SP No.2 TOP CHORD 5)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP M 30`Except` 2-31=-4542/2678,3-31=-4446/2700, rotation about its center. B1,B4,B8:2x4 SP No.2 3-4=-3981/2489,4-5=-3847/2499, 6)This truss has been designed for a 10.0 psf bottom B3,B6,B7:2x4 SP No.3 5-32=-5754/4026,6-32=-5614/4027, chord live load nonconcurrent with any other live WEBS 2x4 SP No.3`Except' 6-7=-4640/3382,7-8=-3674/2713, loads. W7,W2:2x4 SP No.2,W15:2x6 SP No.2 10-1 1=-2010/1464,11-12=-942/692, 7)`This truss has been designed for a live load of W1:2x8 SP No.2 13-30=-1983/1418,12-13=-1916/1407, 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3 2-24=-2013/1485,8-43=-3483/2635, rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- 9-43=-3483/2635,9-44=-1867/1436, bottom chord and any other members,with BCDL= TOP CHORD 10-44=-1867/1436 10.0psf. Structural wood sheathing directly applied or 1-4-12 cc BOT CHORD 8)Bearing at joint(s)30 considers parallel to grain purlins, except end verticals. 24-33=-1241/1386,23-33=-1241/1386, value using ANSI/TPI 1 angle to grain formula. BOT CHORD 22-23=-2988/4217,22-34=-2988/4217, Building designer should verify capacity of bearing Rigid ceiling directly applied or 2-2-0 cc bracing. Except: 21-34=-2988/4217,19-20=0/258, surface. 4-4-0 cc bracing:11-14 6-19=-914/1478,7-18=-1062/1481, 9)Provide mechanical connection(by others)of truss 10-0-0 cc bracing:19-20 19-36=-3923/5383,18-36=-3923/5383, to bearing plate capable of withstanding 1013 lb uplift WEBS 18-37=-3195/4357,17-37=-3195/4357, at joint 24 and 874 lb uplift at joint 30. 1 Row at midpt 17-38=-2095/2867,16-38=-2095/2867, 10)This truss has been designed for a moving 19-21,5-19,7-17,12-30,9-15,2-23 16-39=-2095/2867,39-40=-2095/2867, concentrated load of 200.01b live located at all mid JOINTS 15-40=-2095/2867,15-41=-642/883, panels and at all panel points along the Bottom Chord, 1 Brace at Jt(s):19 14-41=-642/883,11-14=-1575/1160 nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required WEBS cross bracing be installed during truss erection,in 3-21=-594/400,5-21=-1557/1283, LOAD CASE(S) accordance with Stabilizer Installation guide. 19-21=-2950/4137,5-19=-1352/1753, Standard 6-18=-1777/1266,7-17=-1624/1314, REACTIONS. (lb/size) 8-17=-560/865,10-15=-134/355, 24 = 2102/0-8-0 (min.0-2-8) 11-15=-947/1408,12-14=-1284/1772, 30 = 1983/0-5-8 (min.0-1-8) 9-17=-588/951,9-15=-1537/1220, Max Horz 2-23=-1750/3086 24 = 503(LC 8) Max Uplift NOTES- 24 = -1013(LC 8) 1)Unbalanced roof live loads have been considered 30 = -874(LC 8) for this design. Max Grav 2)Wind:ASCE 7-10;VuIt=170mph(3-second gust) S_ 24 = 2102(LC 1) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; ` 30 = 1983(LC 1) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9, FORCES. (lb) Interior(1)3-1-9 to 27-0-0,Exterior(2)27-0-0 to 44-5-0 Max.Comp./Max.Ten.-All forces 250(lb)or less except zone;cantilever left and right exposed;C-C for when shown. members and forces&MWFRS for reactions shown; TOP CHORD Lumber DOL=1.25 plate grip DOL=125 2-31=-4542/2678,3-31=-4446/2700, 3)Provide adequate drainage to prevent water 3-4=-3981/2489,4-5=-3847/2499, ponding. 5-32=-5754/4026,6-32=-5614/4027, 4)All plates are MT20 plates unless otherwise 6-7=-4640/3382,7-8=-3674/2713, indicated. -:N,rtiyfi 9ertssH!niP au iIEU;Eti�S15�5_7eeEh3kt1 W6.1.PIw!aSTegivi3hii}ipif(hfi.%1'�Ya¢icB!hp!uRvan:ENYe1M,usn Inss Pe IpT xiq!I�';nNtl im¢rI.itaf<Di;a.4'cee',SkeiLelin n_G.4,tCs.au fJfnni(FO.ulj tllskcxavn,ahtrs iuu.,a x uv Eiae,axa InsgK>2[ry nt,_si�,M Ga ns.4�evp.IM7 texzn mean:teatm eel ugigresqu.:�d;[f�lt ttv,dnt,sups tm ltl ic,.rt:I 4 ttnt, isFaAi,!Rr Anthcri ,.Tortifio lII-'.f'.E: Wntdtr s,kpeepEritd a ih p,:nrameC n C ans>t%m e'prnn&It gg a.7r a!ar O ne!X thensll lLrri,d=rtr I tk,pt cantIDDW lend ah t hdee;160 , r,us1 % diem;sld i a e",,'Maki y T. Torn!3, _, ... .� Mo,epi,w3irsr,gugRws/klr eecaiMtiMesi�edgutWi apt,N a,.�srt,�hl!ntltpa n,mstl xnta�e: Igdtdhtktrrrp..edSb-l.l.Se,cLa10pa 1 iltitl!I. 15&letldneaxr•ea a:xis,,,nia�x,lii;eknsts„,lcht,pnt w,.-ea,;i�ir�,ri,,-<q_.�tinUxana¢.',des, 44515t LUCe 91vd,ealit imil) 213, 1lyOii xkst.4. q, t1Q .d t t an ril:G 1 -.- yr fort.Pierce;FL`34446 Ceppighl�.1914k1 tadifmsszs-Eeih�nyf T m.cil4 P.F.Rtppodoai�dthisdocomentjgony farm is piohiFSzd xiihdutt6't aiinenpermistioaka®41 F+al Ldtizs%Athonyf Tim5o Il(;P.E: � Job Truss 7russpe Qty77Jb A0187945 XCAS6519DS A17 1 eference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:13 2017 Page 1 I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-02avWnXzs36tzvQGabbGySK-6mU Ic?kFXnACwzhyoy 1-4- 7-11-13 14-8-0 oleo-2 24-0-02 32-6-0 40-0-0 2-1-1 44-7-12 6-5-12 2-9-14 -0 7-fi-0 7-6-0 2-1-12 2-6-0 4.00 12 Sx6= 3x8-_ 5x6- 4x6 zz� Dead Load Defl.=3/4in 46% 4x6 4x6 7 8 43 9 10 11 3x6 6 4 12 _ 46% 33T XW12Z W12 4 5 W6 1 1 o 3x6 d 3 $ N m 7 0 1 1 13 r o W1 32 W2 18 38 2 39 17 16 40 15 41 IN 1 `9.2x14=3x8= 4x6= 4x8= 4x6= 0 25 34 24 23 35 22 36 21 4x6= 31 3x6= 8x8 5x10 MT20HS= 410= 30 II 5x6= 7-11-13 14 8-6 oleo-2 24-0-0 32-0-0 42-1-12 A4-7-12 7-11-13 6-5-12 2-9-14 8-6-0 9-7-12 2-6-0 Plate Offsets(X Y)- [4:0-3-0 Edge] [14:0-1-8 0-1-0] [19:0-1-8 0-1-0] [22:0-2-12 0-2-0] [25:0-2-8,0-3-4],[25:0-3-7,0-1-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.40 21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.15 21 >462 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.54 31 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.64 21 >824 240 Weight:321 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except' rotation about its center. Plates checked for a plus or minus 0 degree T4:2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2*Except* 2-32=-4542/2711,3-32=-4446/2733, rotation B3,B5,B7:2x4 SP No.3,B2:2x4 SP M 30 3-4=-3980/2526,4-5=-3847/2537, 7)This truss has been designed fora 10.0 WEBS 2x4 SP No.3*Except* 5-33=-5757/4080,6-33=-5668/4089, chord live load nonconcurrent with any otherr bottom live loads. W7,W2:2x4 SP No.2,W15:2x6 SP No.2 6-7=-4632/3397,7-8=-4164/3099, W1:2x8 SP No.2 10-1 1=-1620/1207,11-12=-943/678, 20.This truss has been designed for a live load of OTHERS 2x4 SP No.3 13-31=-1983/1392,12-13=-1930/1386, rectangle f on the bottom chord in all areas where a BRACING- 2-25=-2013/1486,8-43=-4043/3031, rectangle chord a tall by other wide will fit between the TOP CHORD 9-43=-4043/3031,9-44=-1540/1189, bottom chord and any other members. 9)Bearing at joint(s)31 considers parallel to grain Structural wood sheathing directly applied or 2-6-11 oc 1044=-1540/1189 value using purlins, except end verticals. BOT CHORD BOT CHORD 25-34=-1247/1383,24-34=-1 24711383, Building designer gner should verify capacity of bearing s 1 angle to grain formula. surface. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 23-24=-3019/4218,23-35=-3019/4218, 4-5-0 oc bracing:11-14 22-35=-3019/4218,20-21=0/258, to Provide mechanical connection(by others)of truss 5-2-0 oc bracing:7-19 6-20=-941/1480,7-19=-1122/1442, t bearing plate capable of withstanding 1019 lb uplift a 10-0-0 oc bracing:20-21 20-37=-3981/5391,19-37=-3981/5391, at joint 25 and 900 lb uplift at joint 31. 11)This truss has been designed fora moving WEBS 19-38=-3108/4255,18-38=-3108/4255, 1 Row at midpt 18-39=-2369/3296,17-39=-2369/3296, concentrated load of 20-22,5-20,12-31,9-18,9-15,2-24 16-17=-2369/3296,16-40=-2369/3296, panels and at all paneell points along the Bottom Chord, oi live located at all mid JOINTS 15-40=-2369/3296,15-41=-611/866, nonconcurrent with any other live loads. 1 Brace at Jt(s):20 14-41=-611/866,11-14=-1546/1104 MiTek recommends that Stabilizers and required WEBS LOAD CASE(S) cross bracing be installed during truss erection,in 3-22=-597/401,5-22=-1556/1304, Standard accordance with Stabilizer Installation guide. 20-22=-2992/4136,5-20=-1374/1758, 6-19=-182611405,7-18=-1181/984, REACTIONS. (lb/size) 8-18=-546/820,11-15=-1015/1431, 25 = 2102/0-8-0 (min.0-2-8) 12-14=-1231/1742,9-18=-691/939, 31 = 1983/0-5-8 (min.0-1-8) 9-15=-2191/1590,2-24=-1776/3087, Max Horz 9-17=0/349 25 = 493(LC 8) Max Uplift NOTES- 25 = -1019(LC 8) 1)Unbalanced roof live loads have been considered 31 -900(LC 8) for this design. Max Gliav 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 25 = 2102(LC 1) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 31 = 1983(LC 1) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9, FORCES. (lb) Interior(1)3-1-9 to 25-0-0,Exterior(2)25-0-0 to 44-5-0 Max.Comp./Max.Ten.-All forces 250(lb)or less except zone;cantilever left and right exposed;C-C for when shown. members and forces&MWFRS for reactions shown; TOP CHORD Lumber DOL=1.25 plate grip DOL=1.25 2-32=-4542/2711,3-32=-4446/2733, 3)Provide adequate drainage to prevent water 3-4=-3980/2526,4-5=-3847/2537, ponding. 5-33=-5757/4080,6-33=-5668/4089, 4)All plates are MT20 plates unless otherwise 6-7=-4632/3397,7-8=-4164/3099, indicated. 5)All plates are 2x4 MT20 unless otherwise indicated. vrrug-Nn tluxrll;rein he AliP rrl6�5 A.i ye63Al fRk56 9Sh'IkAS(PSiCM'UI�391U6 titF[5YE5T 6n IeN;N qr lsnwrr Mlnlw s rht Ensh i;9 r}�P:,ekn In jl-iw.'P,1 We e�SlntFeluen.:.Crleu Cx'se rt..i Re IFO,rnj Yitik�:e dens,kn R. 1{nxenmuireda as rss o,�e Eslm nr,sr �tr[j; �)ne s�J r?ag;m rgeunnrr.�rpwesmr q�r�,�n;a�i3e ssw:�.?it telu Ircesujk rresti;�alt,Yn:ICG Anthcri`/s 16T,oitlr P.E.: r.'ewdm b�;iiiK 1 n el sekrNtxe.roc r�,#lmnl ge5eroerw7t10 ga,lo;!urlelsin 14!lersl I>rtmb�ipr;ra gnu r q{,d¢n ma I,alg:ars do t ruaeykr>san t`'e i fiaell�±,^i ex ; esni¢; =8G083 ' Oe$,Ptc;P sryxae Gat: Nexiysfrrian iPt 15efm�us I;x�ts of to 4P.Ir-pn+tl fhr lhaL,e{i(UII Ffi 4/1!r` IAU rllil eb;ndpi.s 1Ftl tfixslFi rigs 4laesalrsinsd Rl sP.ran„ry tCe..n.6,.nuerltrtss Nmhnnaerkas 4451 St.Lucie Blvd, 'I iaerv!asGhxal s algoirpiepgavnrniru E,�uilist.7te rnamt:c'e;atrncitnr r,wyodn;�,rh a;_inex this au!rre:guey,dum;wydka;m ii[�rdxrnl - - Fort'Vler_e,EL;34946- � -[ep"pig6t 9,701dAJ R:oIGossas-Acih9nyT imSellE.P.F,'Re:radoctixohdisdoEument inony farm,is piohi4iizd anfnoAfie)nMenptimissiapNPmAIg aE G�iut-Anhonrl T-eho11L..P:E; r. Job Truss Truss Type Qty Ply - XCAS6519DS A18 Hip 1 TJ.b A0187946 Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:13 2017 Page 1 I D:91 ftG_OBvLYIHkWNQ51 ANUyEi5q-02avWnXzs36tzvQGabbGySKk6mU IcLkFXnACwzhyoy 24-" 44-7-12 1-4 7-11-13 14-8-0 21-2-2 23-0-0 29-5-3 35:-13 42-0-0 42--12 -0 7-11-13 6-8-9 6-5-12 1-9-14 5-5-3 6-1-11 6-13 0- 12 1kU 2-6-0 4.00 rl2 5x8= Dead Load Deff.=,3/4 in 4x6� 5x6 WB= 3x8= 5x6= 3x6 6 7 8 g 10 11 4x6 12 4x6 5 33 T W12 W10 5 4 W6 0 3x6 n o 3 4 r Y n ° m W 19 1 1 g 13 0 0 1 2 32 1 38 17 16 3915 40 IN Qx14 HS= 3x8= MT20 4x6= 4x8=3 = 24 34 23 22 35 21 36 20 3x6= 31 8x8 5x10 MT20HS= 4x10= 3x4 11 5x6= 44-7-12 7.11-13 14-8-6 21-2-2 24-040 29-5-3 35-fi-13 42,3 42--12 7-11-13 6-9-9 6-5-12 2-9-14 5-5-3 6-1-11 6-5-3 0- 12 2-6-0 Plate Offsets(X,Y)— [4:0-3-0,Edge),[7:0-5-12,0-2-81,[9:0-3-0,Edge),[14:0-4-0,0-2-41,[21:0-2-12 0-2-0),[24:0-3-7 0-1-21 [24:0-2-8,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.41 20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.18 20 >449 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.59 31 n/a n/a BCDL 10.0 Cade FBC20141TPI2007 Matrix-MS Wind(LL) 0.66 20 >802 240 Weight:305 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except* 7)This truss has been designed for a 10.0 psf bottom T5:2x4 SP No.2 TOP CHORD chord live load nonconcurrent with any other live BOT CHORD 2x4 SP No.2`Except' 2-32=-4542/2743,3-32=-4445/2765,133:2x4 SP No.3,B2:2x4 SP M 30 3-4=-3981/2568,4-5=-3848/2579, loads. •This truss has been designed for a live load of WEBS 2x4 SP No.3`Except' 5-33=-5747/4102,6-33=-5668/4120, 8)*This psf truss the bottom chord in all areas where a W7,W2:2x4 SP No.2,W14:2x6 SP No.2 6-7=-4895/3596,1 1-1 2=-1 1151802, rectangle the tall m chord wide will fit between the W1:2x8 SP No.2 13-31=-1983/1409,12-13=-1968/1402, any other members. d anan a OTHERS 2x4 SP No.3 2-24=-2013/1490,7-8=-4225/3082, 9)Bearing bottom chord rd joint(s)31 considers parallel to grain BRACING- 8-9=-4225/3082,9-10=4225/3082,BOOCHORD 796 value using ANSI/TPI 1 angle to grain formula. Structural wood sheathing directly applied or 2-6-11 oc OT CHORD TOP CHORD Building designer should verify capacity of bearing purlins, except end verticals. 24-34=-1258/1381,23-34=-1258/1381, surface. BOT CHORD 22-23=-3049/4217,22-35=-3049/4217, 10)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 21-35=-3049/4217,19-20=0/258, to bearing plate capable of withstanding 1024 lb uplift 10-0-0 oc bracing:19-20 6-19=-956/1410,19-37=-3988/5366, at joint 24 and 927 lb uplift at joint 31. WEBS 18-37=-3988/5366,18-38=-3409/4675, 11)This truss has been designed for a moving 1 Row at midpt 17-38=-3409/4675,17-39=-2183/3041, concentrated load of 200.01b live located at all mid 19-21,5-19,12-31,2-23,10-17,10-14 16-39=-2183/3041,15-16=-2183/3041, panels and at all panel points along the Bottom Chord, JOINTS 15-40=-2183/3041,1440=-2183/3041 nonconcurrent with any other live loads. 1 Brace at Jt(s):19 WEBS MiTek recommends that Stabilizers and required 3-21=-597/398,5-21=-1556/1331, LOAD CASE(S) cross bracing be installed during truss erection,in 19-21=-3038/4132,5-19=-1349/1744, Standard accordance with Stabilizer Installation guide. 6-18=-160011328,7-18=-1171/1591, 12-14=-133611877,2-23=-179513085, REACTIONS. (lb/size) 8-17=459/494,7-17=-586/476, 24 = 2102/0-8-0 (min.0-2-8) 1 0-1 7=-1 061/1496,10-14=-2503/1804, 31 = 1983/0-5-8 (min.0-1-8) 10-15=0/325 Max Horz 24 = 482(LC 8) NOTES- Max Uplift 1)Unbalanced roof live loads have been considered 24 = -1024 LC 8 for this design. 31 = -927(LC 8)) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Max Grav Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; 24 = 2102(LC 1) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 31 = 1983(LC 1) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9, Interior(1)3-1-9 to 23-0-0,Exterior(2)23-0-0 to 44-5-0 FORCES. (lb) zone;cantilever left and right exposed;C-C for Max.Comp./Max.Ten.-All forces 250(lb)or less except members and forces&MWFRS for reactions shown; when shown. Lumber DOL=1.25 plate grip DOL=1.25 TOP CHORD 3)Provide adequate drainage to prevent water 2-32=4542/2743,3-32=4445/2765, ponding. 34=-3981/2568,4-5=-3848/2579, 4)All plates are MT20 plates unless otherwise 5-33=-5747/4102,6-33=-5668/4120, indicated. 6-7=4895/3596,11-12=-1115/802, 5)All plates are 2x4 MT20 unless otherwise indicated. 13-31=-1983/1409,12-13=-1968/1402, 6)Plates checked for a plus or minus 0 degree 2-24=-2013/1490,7-8=4225/3082, rotation about its center. 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Fri Feb 24 11:03:14 2017 Page 1 ID:91ftG OBvLYIHkWNQ51ANUyEl5q-UFSHk7XbdMEka3?T8J6VW9_VFW7P12xtUBXjkMzhyox 44-7-12 1-0 8-1-0 14-6-0 21-0-0 14:0-0 28-8-3 37-5-9 42-1-12 44-" 1-0-0 8-1-0 6-4-12 6-6-0 3-0-0 4-8-3 8-9b 4-8-3 1-10-4 0-7-12 5x10 MT20HS= 3x6—_ Dead Load Deft.=7/8 in 4.00 12 3x4 I I 4x6= 3x6 3x4 II 5x6= = 6 7 338 9 T4 10 11 12 4x6 3x6� Will 4 5 Ili W6 3x6 3 4 W7 8 0 lq-1 9 32 7 8= 39 16 15 40 IN .1 2 7x10 20HS-- 3x6= 4x6= 6 = 23 34 22 35 21 36 20 19 31 8x8 7:� 4x6= 602= 23-8-0 44-" t 8-1-0 10-8-13 14�i-0 21-0-0 21r2-2 24rp-0 33-0-14 42-1-12 42*12 4¢7i12 8-1-4 2 6-6-0 0--22-5-140 -0 9-0-14 9-0-14 040 Oa7-12 1-6-4 Plate Offsets(X,Y)— [4:0-3-0,Edge],[6:0-6-4,0-2-4],[9:0-3-0,Edge],[12:0-3-0,0-1-12],[14:0-2-0,0-1-12],[17:0-2-0,0-0-4],[18:0-3-0,0-2-12],[21:0-2-12,Edge],[22:0-3-0,0-1-8], [23:0-2-8,0-34],[23:0-3-7,0-1-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.44 19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -1.28 20-21 >413 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.67 31 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.71 19 >748 240 Weight:290 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except' 7)This truss has been designed for a 10.0 psf bottom T2:2x4 SP M 31 TOP CHORD chord live load nonconcurrent with any other live BOT CHORD 2x4 SP No.2*Except* 2-32=4538/2748,3-32=-4439/2770, loads. B1,B4:2x4 SP M 30,135:2x4 SP No.3 34=4031/2601,4-5=-3904/2620, 8)•This truss has been designed for a live load of WEBS 2x4 SP No.3`Except' 5-6=-5982/4216,6-7=-5413/3848, 20.Opsf on the bottom chord in all areas where a W14:2x6 SP No.2,W1:2x8 SP No.2 7-33=-5418/3844,8-33=-5418/3844, rectangle 3-6-0 tall by 2-0-0 wide will fit between the W2,W7:2x4 SP No.2 8-9=4100/2774,9-10=-4100/2774, bottom chord and any other members. OTHERS 2x4 SP No.3 10-1 1=-1 026/665,11-12=-10071661, g)gearing at joint(s)31 considers parallel to grain BRACING- 13-31=-1986/1346,12-13=-1978/1305,TOP CHORD 2-23=-2011/1492 value using ANSUfPI 1 angle to grain formula.Structural wood sheathing directly applied or 2-2-0 oc BOT CHORD Building designer should verify capacity of bearingsurface. purlins, except end verticals. 23-34=-1346/1473,22-34=-1346/1473, 10)Provide mechanical connection(by others)of truss BOT CHORD 22-35=-3062/4211,21-35=-3062/4211, to bearing plate capable of withstanding then lb uplift Rigid ceiling directly applied or 2-2-0 cc bracing. 18-37=-4056/5551,37-38=-4057/5550, to joint in and 9ca lb uplift at joint 31. WEBS 17-38=-4057/5549,17-39=-3586/5042, 11)This truss has been designed for a moving 1 Row at midpt 16-39=-3586/5042,15-16=-2068/2947, concentrated load of 200.01b live located at all mid 10-14,12-31,2-22,18-21,5-18 15-40=-2068/2947,14-40=-2068/2947 panels and at all panel points along the Bottom Chord, JOINTS WEBS nonconcurrent with any other live loads. 1 Brace at Jt(s):18 3-21=-546/370,5-21=-1595/1376, MiTek recommends that Stabilizers and required 6-17=-285/357,8-17=-336/522, cross bracingbe installed during truss erection,in 8-16=-1281/1104,10-16=-959/1567, g 10-14=-2505/1830,12-14=-1381/2124, LOAD CASE(S) accordance with Stabilizer Installation guide. 18-20=0/273,6-18=-1219/1733, Standard REACTIONS. (lb/size) 2-22=-1720/2987,18-21=-3194/4317, 23 = 2105/0-8-0 (min.0-2-8) 5-18=-1279/1802 31 = 1986/0-5-8 (min.0-1-8) Max Horz NOTES- 23 = 479(LC 8) 1)Unbalanced roof live loads have been considered Max Uplift for this design. 23 = -1024(LC 8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 31 = -962(LC 8) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Max Grav h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 23 2105(LC 1) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9. 31 = 1986(LC 1) Interior(1)3-1-9 to 21-0-0,Exterior(2)21-0-0 to 27-3-12 zone;cantilever left and right exposed;C-C FORCES. (lb) for members and forces 8 MWFRS for reactions Max.Comp./Max.Ten.-All forces 250(lb)or less except shown;Lumber DOL=1.25 plate grip DOL=125 when shown. 3)Provide adequate drainage to prevent water TOP CHORD ponding. 2-32=-4538/2748,3-32=-4439/2770, 4)All plates are MT20 plates unless otherwise 3-4=-4031/2601,4-5=-3904/2620, indicated. 5-6=-5982/4216,6-7=-5413/3848, 5)All plates are 2x4 MT20 unless otherwise indicated. 7-33=-5418/3844,8-33=-5418/3844, 6)Plates checked for a plus or minus 0 degree 8-9=-4100/2774,9-10=-4100/2774, rotation about its center. 10-11=-1026/665,11-12=-1007/661, tleRnj Fl tluni0!u:e ne lllO 's's0'y 3 eFE31l IiEN56.9fim:,AS(7hCY j N9j34.1v3.ECeY%1,6�n ieJ!kilp hnti�t-f Neol�t 4a I atefg 7n"a)CIF NiVtfmnjl-T i;ey r_Ifi S4ti 01me Cl Cn iu r�l to t[0 Ij utikm !xlstiieteetJllT.ieonlftd[[s,1 ,e�.arr!,xU�-s!t,,tc[f!p rns�t,[, Ir,7 ae,ammtdnart [sgpel:c� }t,gef+,,a�[ y+d..e.s�ykTt Ervdcnrice,lr e,ml.len�, p;,lr [^�ct�its.m. pnthcriy:T Tomtioill[jp-E. n. d� .,trxayirfrt 11S tlel! i;ae�e t n,g..p'41 �z,t,rZrai�osgatt3lnn,dtl'Irut>x 1»t bzl?,liu;ot tH IRt rh rymddn[CUMaifi±U dlt 1n;cdetgkulny I r;rii u tH t=3, t fit�.!,,Tura tle1?3fryG tail t[lfleCiht liltt1t51t•Y19�IO^rtl,txamalifltl prtiIXSdnxrul.rtlLyiLtd l2tn low Lq]rtlar?tat!f11!r 156.I clltln II. ?rd ru:tLl IFFI t�rtinlltVr f•D11M1,BfI.hefidn I ifO L 'IliiiCLatle t,l lrtffMmhd 9:tdtif inc+nl[!raenntuncei t+ittear,aeehp�f�estlnhvi.pte[r�s,oein[tcet_rh[7[mE,ayrcoitratrtitu<!nte[t.:ae ,raw lilt6am�tr><,o�Li?�ttl:*nl. 445i5tLue12 0 Fort Pier-e;FL�3494b � {Qppighl,�,7QI6A71 t5c1Lossei ArlfinnylT mSc�1[,�P.f,R?piado0ipc of�hisdotumeo!;moriyfolm,ispto6i6gtdw!toutlhemitienpnmissiadtc©R;I Got 6uiuY-AlhontiTmhbll(,P.f: i rJo Truss -]:Truss Type Qty ply AS6519DS A2O Hip 1 1 A0187948 ' =Referencenal At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:15 2017 Page 1 I D:91 ftG-OBvLYIHkWNQ51 AN UyElSq-yRifxTYDOgMbCDZfi0dk3NXgbwTQmYm 1jrGHGozhyow 44-7-12 r14-0 8-1-4 15-0-0 19-0-0 21-0-0 24-0-0 24-5-4 29-0-4 33-7-0 39-0$ 42 1 12 44 0-0 '- 8 1-4 fi 10.12 4-.10 2-0-0 3-0-0 O S 4-7-0 1 4-7-0 5-54 3-14 1-10-4 0-7-12 4.00 12 7x10 MT20HS- Dead Load Defi.=1-3L16 in 3x6= 4x6= 4x6 6 7 4 8 9 10 3x6=11 4x6=12 4x6� 5 W9 W9 34 1 1 1 3x6� 4 0 " 3 m 3 n 8 6- 1 33 W7 39 1 017 0 3 O 42 16 15 43 14 4 IN 2 1 7x14 20HS= x8- 5xl0 MT20HS WB= 3x6- 24 35 23 22 36 21 37 20 38 19 3x8= 32 8x8= 4x6= 5x10 MT20HS= 6x8= 21-2-2 44-7-12 8-1-0 10$-13 15-0-0 19-M 21-M 24-0-02 33-7-4 39-0$ 42-1-12 44-0-0 8-1-4 2-7-9 4-3-3 4-0-0 2-M 2-9-14 5-5-0 3-1-0 1-10-4 0-2-2 0 7 12 Plate Offsets(X,Y)- [4:0-3-0,Edge],[6:0-4-12,0-2-8],[9:0-3-O,Edge],[14:0-1-12,0-1-8],[15:0-1-8,0-1-81,[18:0-7-12,0-4-8],[21:0-1-8,0-2-12],[23:0-3-0,0-1-8],[24:0-3-10,0-0-0] [24:0-3-12,0-6-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.60 19 >889 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.78 19 >298 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.84 32 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.96 19 >553 240 Weight:287 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30'Except- TOP CHORD 7)This truss has been designed for a 10.0 psf bottom B3,B6:2x4 SP No.2,B4:2x4 SP M 31 2-33=-4608/2794,3-33=-4512/2817, chord live load nonconcurrent with any other live WEBS 2x4 SP No.3*Except* 3-4=-4004/2579,4-34=-3925/2589, loads. W13:2x6 SP No.2 5-34=-3903/2599,5-6=-7121/4913, 8)'This truss has been designed fora live load of W8,W2,W6,W9:2x4 SP No.2 13-32=-2001/1326,12-13=-1939/1345, 20.Opsf on the bottom chord in all areas where a W1:2x8 SP No.2,W7:2x4 SP M 30 2-24=-2032/1499,6-7=-6586/4490, rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 7-45=-6586/4490,8-45=-6586/4490, bottom chord and any other members. BRACING- 8-9=-4954/3306,9-10=-4954/3306, 9)Bearing atjoint(s)32 considers parallel to grain value using ANSIffPI 1 angle to grain formula. Structural wood sheathing directly applied or 2-2-0 or, BOO TOP CHORD 3306,11-12=-2926/1954 Building designer should verify capacity of bearing OT CHORD CHORD pudins, except end verticals. 24-35=-1260/1417,23-35=-1260/1417, surface. BOT CHORD 23-36=-3062/4280,22-36=-3062/4280, 10)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 21-22=-3062/4280,18-39=-4789/6823, to bearing plate capable of withstanding 1021 lb uplift 3-6-0 oc bracing:17-18 39-40=-4790/6822,40-41=-4790/6822, at joint 24 and 948 lb uplift at joint 32. 11)This truss has been designed for a moving WEBS 17-41=-407 /595 ,17-42=-4074/5955, concentrated load of 200.01b live located at all mid 1 Row at 2,2-1pt 15-42=-4074/5955,15-16=-4074/5955, panels and at all panel points along the Bottom Chord, 5-21,12-32,2-23,18-21,11-15,12-14 15 43=-1954/2926,14-43=-1954/292fi nonconcurrent with an other live loads. JOINTS WEBS y 1 Brace at Jt(s):18 3-21=-650/428,5-21=-2756/2126, MiTek recommends that Stabilizers and required 1 8-2 0=013 9 6,6-18=-1437/2113, LOAD CASE(S) cross bracing be installed during truss erection,in 2-23=-1805/3092,18-21=-3491/4843, Standard accordance with Stabilizer Installation guide. 5-18=-2216/3262,6-17=-387/347, 8-17=-523/794,8-15=-1257/965, REACTIONS. (lb/size) 11-15=-1591/2387,11-14=-1668/1234, 24 = 2124/0-8-0 (min.0-2-8) 7-17=-391/435,12-14=-2256/3372, 32 = 2001/0-5-8 (min.0-1-8) 10-15=-344/333 Max Horz NOTES- 24 = 437(LC 8) Max Uplift 1)Unbalanced roof live loads have been considered 24 = -1021(LC 8) for this design. 32 = -948(LC 8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Max Grav Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf, 24 = 2124(LC 1) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 32 = 2001(LC 1) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9, Interior(1)3-1-9 to 19-0-0,Exterior(2)19-0-0 to FORCES. (lb) 25-3-12 zone;cantilever left and right exposed;C-C Max.Comp./Max.Ten.-All forces 250(lb)or less except for members and forces 8t MWFRS for reactions when shown. shown;Lumber DOL=1.25 plate grip DOL=1.25 TOP CHORD 3)Provide adequate drainage to prevent water 2-33=-4608/2794,3-33=-4512/2817, ponding. 3-4=-4004/2579,4-34=-3925/2589, 4)All plates are MT20 plates unless otherwise 5-34=-3903/2599,5-6=-7121/4913, indicated. 13-32=-2001/1326,12-13=-1939/1345, 5)All plates are 2x4 MT20 unless otherwise indicated. 2-24=-2032/1499,6-7=-6586/4490, 6)Plates checked for a plus or minus 0 degree rotation about its center. b u1 Fl n Nr rztvvl 111G tn1t3 1t J 0341IEFI116 JSCi1 nt Y11Guy ICs3'j 0A 6,[PaY(il tR I:JIk prvs a vN 1 4 r ui1 ujOP,ys..idne atn rl L tl rt lak: SS t0lnen G C ilse rl lnRe 160 li Y7 xmxeGe Ilel st#Uku Ott-PPt1 sdv A Im PKgeE s9t SI 6r fgit•- fl aw71P"14 twriaa n{�Rt tint ptd' I va ly... tiw?5! lts�dte suck in lr�d h.1"Lrh ssttltli 1 itvga .t, s,l sr ri5 wt finthcCY T Tomb61tt P.E: 4r vel'isedY Wr rt.itl In@err li!rdaxC'rt.0 nsmlF'igrCnn.ptT lP s� m 7e nth idh p,itit!PI /MInIS Il a-S ttri Rt rrmd�d lPO t rfn0tdlii udsiyks bl9 q ttS1al P-etlE qs del 1 fJilyd - 80083 ' op rgGa�a��.rrdama,:t auatP tg:IR6n lltd Sti E:lrrtlnldSS l�rR a{ISfl�IBEIIP :ssu uigt tSr7dpuacelFFle�s&'stgn tatsnrtisdnEtssPsga„atskyhse o(Irzu7¢ d yokis 4g5i:st.WdeBlvd a .liidRflren¢�{uh riyiiprt aalrsrres0rpr12vperailuyPilpryxl S Mltia J (ttlihl.SR{dNk9.otlSlhl tnl. • Fort Pere;fL'344Aii teppig6i�➢016 A=1 RiniTmisxs Asih�ipT Lm.,.16 P.E.Reptodunm d t6ii dotonent,in my form s pap62iizd.anhont�e tnineg pelmanan free A9 i atimsszs;:Agthony i ieho II(;P.E: Job Truss Truss Type Qty PIY A0187949 XCAS6519DS A21 G Half Hip Girder 1 Job Reference(optional) At Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:17 2017 Page 1 - I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-vgpPM9aTwHcJRWj 1 pRfC8oc0uj82ERgJA91N Lhzhyou 11 5-10-5 11-5-3 17-00 21-2-2 24-0-02 1112 28-9-5 36-0-9 42-1-12 44-5-4 1-0- 5-10-5 5-0-13 5-6-13 4-2-2 2-9-14 0-11-2 3-9-10 7-7-3 5-9-3 2-3-8 r 4.00 F12 7x14 MT20HS= 4x6= Wa8 Load Defl.=1-3/16 in 5x6= 2x4 II 5x6= 48— 5x6= 3x6� 6 7 8 9 10 11 Ta 12 3x6 111 —1 S T 1 4 3x6� 0 • 0 = 3 on Io3 19 1 39 2x4 II 2 3x4 II 1 4x8 6x6 6x10 c4 N 27 2x4 11 32 25 33 24 23 3422 35 21 36 20 2x4 11 2x4= 7x8 5x6=5x10 MT20H5= 6x8= 3x4 II 4x8= 3x6= 3x6= 1004 MT20HS= s 5-10-5 11-5-3 17-0-0 21-2-2 24-0-02411112 32-6-15 40-2-2 rig-1-12�44-5-4 1 55-6-13 5-673 4-2-2 2.9-ib 0 11-2 7-7-3 7-7-3 1-11-1 2-3-8 Plate Offsets(X Y)— [6:0-9-0 0-2-0] [14:0-5-0 0-4-4],[19:0-6-0,0-5-0],[21:0-1-8 0-2-8],[24:0-3-0 0-2-4],[25:0-2-10,0-0-14],[25:0-3-0,0-2-12],[32:0-1-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.66 18-19 >799 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.87 18-19 >282 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(TL) 0.92 32 n/a n/a. BCDL 10.0 Code FBC2014/iP12007 Matrix-MS Wind(LL) 1.02 18-19 >519 240 Weight:626 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2`Except* 8)This truss has been designed for a 10.0 psf bottom T3:2x6 SP 2400F 2.OE,T4:2x6 SP No.2 BOT CHORD chord live load nonconcurrent with any other live BOT CHORD 2x4 SP No.3'Except* 25-33=-980/1496,24-33=-980/1496, loads. B1,B2:2x4 SP M 30,B4,B8:2x4 SP No.2 24-34=-3933/7940,23-34=-3933/7940, 9)*This truss has been designed for a live load of B5:2x6 SP 2400F 2.OE,B7:2x6 SP No.2 22-23=-393377940,22-35=-4021/8241, 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3`Except* 21-35=-4021/8241,7-19=-687/1078, rectangle 3-6-0 tall by 2-0-0 wide will fit between the W13,W1:2x6 SP No.2,W9:2x4 SP M 30 19-37=-10477/21930,37-38=-10436/21840, bottom chord and any other members. W8:2x4 SP M 31,W10,W2:2x4 SP No.2 18-38=-10436/21840, 10)Bearing atjoint(s)32 considers parallel to grain OTHERS 2x4 SP No.3 18-39=-10441/21850,17-39=-10441/21850, value using ANSI/TPI 1 angle to grain formula. BRACING- 17-40=-8052/16824,16-40=-8052/16824, Building designer should verify capacity of bearing TOP CHORD 15-16=-4646/9645,15-41=-4646/9645, surface. Structural wood sheathing directly applied or 3-1-13 oc 14-41=-4646/9645 11)Provide mechanical connection(by others)of truss purlins, except end verticals. WEBS BOT CHORD 3-24=-490/337,3-22=-334/515, to bearing plate capable of withstanding 1768 lb uplift Rigid ceiling directly applied or 6-11-8 oc bracing. 5-21=-535/505,6-21=-6173/3028, at joint 25 and 1650 lb uplift at joint 32. Except: 1 9-21=-49 31/1 0246,6-19=-7726/16226, 12)This truss has been designed for a moving 10-0-0 oc bracing:19-20 7-17=-2637/1359,9-17=-1548/3392, concentrated load of 200.01b live located at all mid WEBS 9-16=4208/2138,11-16=-1959/4429, panels and at all panel points along the Bottom Chord, 1 Row at midpt 6-21 11-1 4=-5466/2742,12-14=-2693/5847, nonconcurrent with any other live loads. JOINTS 2-24=-2969/6464,8-17=-377/237 13)Use USP THDH26-3(With 16d nails into Girder& 1 Brace at Jt(s):19 16d nails into Truss)or equivalent at 21-8-0 from the NOTES- left end to connect truss(es)A22G(3 ply 2x6 SP)to REACTIONS. (lb/size) 1)2-ply truss to be connected together with 10d front face of bottom chord. 25 3671/0-8-0 (min.0-2-3) (0.131"xY)nails as follows: 14)Fill all nail holes where hanger is in contact with 32 348010-3-0 (min.0-1-8) Top chords connected as follows:2x4-1 row at 0-9-0 lumber. Max Horz oc,2x6-2 rows staggered at 0-7-0 oc. 25 390(LC 4) Bottom chords connected as follows:2x4-1 row at LOAD CASE(S) Max Uplift 0-9-0 oc,2x6-2 rows staggered at 0-2-0 oc. Standard 25 -1768(LC 4) Webs connected as follows:2x4-1 row at 0-9-0 oc. lanced):Lumber Increase=1.25 (balanced): e 32 -1650(LC 4) 2)All loads are considered equally applied to all plies, Plate Increase 1)Dead+Roof Live (ba Max Grav except if noted as front(F)or back(B)face in the Uniform Loads(plf.25 rm 25 3671(LC 1) LOAD CASE(S)section.Ply to ply connections have Vert:rm Load,2-6=-70,6-12=-70,20-25=-20, 32 3480(LC 1) been provided to distribute only loads noted as(F)or 18-19=-20,13-18=-20 (B),unless otherwise indicated. Loads(lb) Loa Concentrated FORCES. (lb) 3)Unbalanced roof live loads have been considered Vert:37 rated oa Max.Comp./Max.Ten.-All forces 250(lb)or less except for this design. when shown. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) TOP CHORD Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; 2-3=-8460/3867,3-4=-8723/4054, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 4-5=-8625/4064,5-6=-8308/3921, (envelope);cantilever left and right exposed;Lumber 6-7=-21704/10374,7-8=-19609/9323, DOL=1.25 plate grip DOL=1.25 8-9=-19609/9323,9-10=-13326/6275, 5)Provide adequate drainage to prevent water 10-1 1=-1 332616275,11-12=-5101/2367, ponding. 13-32=-3480/1650,12-13=-3388/1628, 6)All plates are MT20 plates unless otherwise 2-25=-3549/1763 indicated. BOT CHORD 7)Plates checked for a plus or minus 0 degree 25-33=-980/1496,24-33=-980/1496, rotation about its center. Vsah{Fl OsextFlruiitri tl'litl.,.l65i9s5._3rsEY33t In4567t0IF:list�SiCY"lCt3jJlAC3tELhL;F1'�tanYcJpM¢�s-�Mtedteol t fSlrtss Besl}@tts!(IR1iddelp rl it-t<I";rt rt'��SletLeirte -Crleus;'ttiise C.4duCerrA;edj uriouxzdNtssSrllkutiWt2t'CCulesd(Asp?¢op�tt}tax{esprttrl�pt-t'esyy,�ym.ireum �,}^�taor ed.t}ot,pttp�,�4r;1c{ ddxsuikT tep�ctrtgicgttxt}n}.izitsnctic.��sc,�«rtucwl ;h Anttieny7Tomboii[,,t?_E.. nGezdrs ix rdiW:ll ll up c.t dRC is C-n's srJsshte-.}ISn6s ktl ltlslax-is@e uvh lttlIl dtPd Inc ltxlk iitjiei ui lrfl ltt ep}niddxtrC6 NK•fiitl xtdllt(ss,hdsfnjla Tay;l 9'.shCd {t .Sstd.ik .}sldAj d; 3,8008�„ ' Ile¢:Clc}Fs2xx1[tstii0 tnd bu41C Nyzpsco si(p 4' dHt F<7'alt-Ftee Slhl�s In I0Q1Id.ti11 IF !S&A risiM stbc r�dp ihs:e 1r41 tfixs4iitiix�rlSxniGtiisdAl sCN ,;7itfiCe.S•b•,tt tlrs Mmhlnn:uksf 4451;St.WtIe 61Vd,. ' ttle�iiss frlmll rexa�iipt4gt 3.Yeh,ilp N•ik tkei:lAe rra Ctsa Gjaeirri[718 r II}�ilrnr xlus de'f.}nutdny4s Ills}:Il igAdl el srr xersd,�s is?81. � FortPier z,EL 344do Gpylight�t014R�1 tool Tro{ses Aringnp(7r5cit(,a.f;R,plodop:xcfihisdommem;in nnyJam,is piphihiiidxdfoot theplinenpnm{ssignitom4ilA at?Iosuf.,Agthnnyij xt•.n ll(,P.l; Job Truss Truss Type Q Ply XCAS6519DS A22G Monopitch Girder 1 3 Job Reference(optional) AO 1 879flo Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:17 2017 Page I ID:91ftG OBvLYIHkWNQ51ANUyE]5q-vqpPM9aTwHcJRWjlpRfC8ocCNjFYEZ9JA91NLhzhyou A 6-11-4 23-5-16 _10 4.00FI-2 3 3 3x4 x4 Truss M, pitch 1 73 Job Reference(opfional) 2 3x6 6:1;� 1 Yv 9 9 Wa Ll 7 8 9 5 10 11 12 6 4 2x4 11 JUS26 6x6= JUS26 4x6 JUS26 JUS26 JUS26 JUS26 6-11-4 1 1-4 3 2 3--5_1 0 Plate Offsets(X,Y)- [4:0-1-12,0-2-01,[5:0-3-0,0-4-41 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.01 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.03 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.00 4 n1a n/a BCOL 10.0 Code FBC20141TPI2007 Matrix-MP Wind(LL) 0.01 4-5 >999 240 Weight:175 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)All loads are considered equally applied to all plies, BOT CHORD 2x6 SP No.2 except if noted as front(F)or back(B)face in the WEBS 2x4 SP No.3*Except* LOAD CASE(S)section.Ply to ply connections have Standard BRACING- W5,W1:2x6 SP No.2 been provided to distribute only loads noted as(F)or Concentrated Loads(lb) TOP CHORD (B),unless otherwise indicated. Vert:7=-892(B)8=-988(F)9=-890(B)1 0=-988(F) Structural wood sheathing directly applied or(3-0-0 oc 3)Wind:ASCE 7-10;Vult=l 70mph(3-second gust) 11=-890(B)12=-990(F) purlins, except end verticals. Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-, BOTCHORD h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS -0-0 oc bracing.R (envelope);cantilever left and right exposed;Lumber Rigid ceiling directly applied or 10 DOL=1.25 plate grip DOL=1.25 REACTIONS. (lb/size) 4)Plates checked for a plus or minus 0 degree 6 = 3119/0-7-4 (min.0-1-8) rotation - about its center. 4 3104/Mechanical 5)This truss has been designed for a 10.0 psf bottom Max Horz chordlive load nonconcurrent with any other live 6 = 134(LC 4) loads. Max Uplift 6)*This truss has been designed for a live load of 6 = -1292(LC 4) 20.Opsf on the bottom chord in all areas where a 4 = -1431(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Grav bottom chord and any other members. 6 = 3119(LC 1) 7)Refer to girder(s)for truss to truss connections. 4 = 3104(LC 1) 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1292 lb uplift FORCES. (lb) at joint 6 and 1431 Its uplift at joint 4. Max.Comp./Max.Ten.-All forces 250(lb)or less except 9)This truss has been designed for a moving when shown. concentrated load of 200.01b live located at all mid TOP CHORD panels and at all panel points along the Bottom Chord, 1-2=-20211831,1-6=-2120/883 nonconcurrent with any other live loads. BOT CHORD 10)Use USP JUS26(With 1 Od nails into Girder&1 Od 5-1 0=-890/1896,10-11=-890/1896, nails into Truss)or equivalent spaced at 2-0-0 cc max. 11-1 2=-890/1896,4-12=-890/1 896 starting at 1-10-8 from the left end to 5AO-8 to connect WEBS truss(es)C1 4(1 ply 2x4 SP),C1 3(1 ply 2x4 SP),C1 2 1-5=-938/2353,2-4=-2774/1302, (1 ply 2x4 SP)to front face of bottom chord. 2-5=-1073/2393 11)Use USP JUS26(With 10d nails into Girder&1 Od nails into Truss)or equivalent spaced at 2-0-0 cc max. NOTES- starting at 1-0-0 from the left end to 5-0-0 to connect 1)3-ply truss to be connected together with 1 Od truss(es)A25(1 ply 2x4 SP),A24(I ply 2x4 SP),A23 (0.13 1"xX)nails as follows: (1 ply 2x4 SP)to back fare of bottom chord. Top chords connected as follows:2x4-1 row at 0-9-0 oc 12)Fill all nail holes where hanger is in contact with ,2x6-2 rows staggered at 0-9-0 oc. lumber. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25 ,Plate Increase=1.25 Uniform Loads(plo Vert:1-3=-70,4-6=-20 n5,-flftz'sfE4'.'Eibalt Im"i 6s-3T.-m tLlkisrwih t wkimiki 6,toji,vj' rui 7-in'r,.s q Ilds!W I hn111,1-1.16.,4si'd ldm is i X'bonO qi Aithorty T-.T6P.166 W PZ, 60083 is 45jSt-Wde'Blvd, 'ihn in, Fart Pierce FL.34046 [DFj'ijk1 0 20.16 A I Kodjlvis�ts-Anthuy 1.1-6i I0,U.iqridufmid ibis dousuat,in i'my ffim.is pinh1hd."Ibuf i6e miBeo jilrnissk finas U bol hth 11LI'L s Job ZA2 s �LF eQty Ply A0187951 XCAS6519DS IP 1 1 [Job Reference (optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:18 2017 Page 1 ID:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-NONoaVa6hbk93g I EN8BRh?9Cv7X?ztgTPpVxt7zhyot -1-40 8-6-1 15-M 21-5-10 1-4-0 8-6-1 6-5-15 6-5-10 4.00 12 4x8 5x6= Dead Load DeFl.=3/16 in 5 6 5x6 i9Ll 4 I W4 � ? o 21 W3 3x6 20 3 1.5x4 112 1 12 19 `o 22 10 23 9 8 24 7 1.5x4 11 3x4 3x4= 3x6 II 3x4= 8-0-1 15-0-0 21-5-10 8 6-1 6-5-15 6-5-10 Plate Offsets(X Y)— [2:0-4-1 0-1-1] [4:0-3-0 0-3-0] [5.0-5-0 0-2-0] [6:0-3-0 0-3-0] [7:0-1-12 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.21 10-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.36 8-10 >712 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.07 19 n/a n/a BCDL 10.0 Code FBC2014rfP12007 Matrix-MS Wind(LL) 0.10 8-10 >999 240 Weight:118 Ib FT=0 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 4-10=0/317,4-8=-826/681,5-8=-234/547, OTHERS 2x4 SP No.3 5-7=-973/720 SLIDER Left 2x4 SP No.3 1-6-0 NOTES- BRACING- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) TOP CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Structural wood sheathing directly applied or 2-2-0 oc h=15ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS purlins, except end verticals. (envelope)and C-C Exterior(2)-1-4-0 to 4-6-4, BOT CHORD Interior(1)4-6-4 to 15-0-0,Exterior(2)15-0-0 to 21-0-6 Rigid ceiling directly applied or 5-3-3 oc bracing. zone;C-C for members and forces&MWFRS for WEBS reactions shown;Lumber DOL=1.25 plate grip 1 Row at midpt 5-7 DOL=1.25 MiTek recommends that Stabilizers and required 2)Provide adequate drainage to prevent water cross bracing be installed during truss erection,in ponding. accordance with Stabilizer Installation guide. 3)Plates checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 4)This truss has been designed for a 10.0 psf bottom 2 = 1076/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live 19 = 910/Mechanical loads. Max Horz 5)'This truss has been designed for a live load of 2 = 316(LC 8) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = -451(LC 8) bottom chord and any other members. 19 = -397(LC 8) 6)Refer to girder(s)for truss to truss connections. Max Grav 7)Provide mechanical connection(by others)of truss 2 = 1076(LC 1) to bearing plate capable of withstanding 451 lb uplift at 19 = 910(LC 1) joint 2 and 397lb uplift at joint 19. 8)This truss has been designed for a moving FORCES. (lb) concentrated load of 200.01b live located at all mid Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord, when shown. nonconcurrent with any other live loads. TOP CHORD 2-3=-473/0,3-20=-1721/957, 20-21=-1635/967,4-21=-1575/979, LOAD CASE(S) 4-5=-928/545,7-12=-459/704, Standard 6-12=-459/704 BOT CHORD 2-22=-1201/1551,10-22=-1201/1551, 10-23=-1204/1547,9-23=-1204/1547, 8-9=-1204/1547,8-24=-600/820, 7-24=-600/820 WEBS 4-10=0/317,4-8=-826/681,5-8=-234/547, 5-7=-973/720 ilr+'SE r!ti$pYs-t..!tdNY'�A;t.us�udt:ndxi tE.eisnter9df jds�sEelrltG:ptr,i§�SsDunjzfrhg fl'rtr Et,a:.ltuite trlism s�sEd ncdoip='!d1$nRt E..tj ysts,it lit sl-t �.fr,MC mal dirfdj;d,..Eit{iri„meE ,r ltis tl .U';1k9jimfa l wre"cld rFtNd ltE its'Ss! srt>�,k ejs<isLa sdk ,s}:C=EdM NipxTw.�"a�t; .n'drdfh tr stl:iw O.T. a< AnthonyT Tombell`,P.E.+ 6dxn ' SuC&3 ' c xe EzAj .qn sadrteticastl.u-is srs teFePDestujrd+esi¢lrad,rss>rei 4adgb-1utrN'rMz<sSsd t6PiptlissrJkp iM !Sr.A ie sthe tdMrroN�s!n'e T7 tr'+a s#trasparlRsgt.Ed�i!strnl t'es„stlii[asr Ga_t 2Fa's kaA-tatr.,tens a4515'LCIe% B1Yt1. tAtiitstie"t, vr(ssli rFerlcje,dxrisspErtCE nes nsi�d..?ke i'Fss D55$ingkr i FD 4t t�s aE.n g?n gi ss;iiliptrn.d.dapsttbej;icujA irfh ssage:d iq lrEG_' Fort p eke,FL 34946_ Gpggga C.[318 A;l eol ifetzrs-.dnl!<4ty ladmbe Iff,,F,E dumm a,in_6 t Im d ptah.Rtd,tM1'vl Ide wTih;n p�smiz3iedtinm A t Foei Tressis-Antda tJ.ids5o IILF,E Job �A;274 ��H=F- Qty Ply XCAS6519DS P 1 1 A0187952 Job Refere�(optional) � Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:18 2017 Page 1 I D:91 ftG_OBvLYI HkWNQ51 AN UyE[5q-NONoaVa6hbk93gl ENBB Rh?99R7XszzeTPpVxt7zhyot 1 4-0 7-5-6 13-0-0 21-5-10 1 4-0 7-5-6 5-6- 00 8-5-10 4x8 3x4= = 5x6— Dead Load Defl.=W 6 in 5 6 4.00 F12 T 3x4 4 [ 11 3z4 4 I 'o 20 21 w3 s o 3 i 1.5x4 12 ,'�, 11�2 19 po 22 10 23 9 8 24 7 3x6 II 1.5x4 11 3x4= 3x6= 3x4= 7-5-6 1%000 21-5-10 7-5-6 5-6-10 8-5-10 Plate Offsets(X,Y)— [2:04-1,0-0-91,[5:0-5-0,0-2-01,[6:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.26 7-9 >997 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.46 7-9 >564 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.08 19 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.12 9-10 >999 240 Weight:115 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 4-10=0/270,4-9=-600/544,5-9=-170/509, OTHERS 2x4 SP No.3 5-7=-1085/782 SLIDER Left 2x4 SP No.3 1-6-0 NOTES- BRACING- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) TOP CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; Structural wood sheathing directly applied, except end h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS verticals. (envelope)and C-C Exterior(2)-1-4-0 to 4-3-13, BOT CHORD Interior(1)4-3-13 to 13-0-0,Exterior(2)13-0-0 to Rigid ceiling directly applied or 5-1-12 oc bracing. 21-0-6 zone;C-C for members and forces$MWFRS WEBS for reactions shown;Lumber DOL=1.25 plate grip 1 Row at midpt 5-7 DOL=1.25 MiTek recommends that Stabilizers and required 2)Provide adequate drainage to prevent water cross bracing be installed during truss erection,in ponding. accordance with Stabilizer Installation guide. 3)Plates checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 4)This truss has been designed for a 10.0 psf bottom 2 = 1076/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live 19 = 910/Mechanical loads. Max Horz 5)'This truss has been designed for a live load of 2 = 279(LC 8) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = -460(LC 8) bottom chord and any other members. 19 = -388(LC 8) 6)Refer to girder(s)for truss to truss connections. Max Grav 7)Provide mechanical connection(by others)of truss 2 = 1076(LC 1) to bearing plate rapable of withstanding 460 lb uplift at 19 = 910(LC 1) joint 2 and 388 Ib uplift at joint 19. 8)This truss has been designed for a moving FORCES. (lb) concentrated load of 200.01b live located at all mid Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord, when shown. nonconcurrent with any other live loads. TOP CHORD 2-3=-453/0,3-20=-1750/1043, 2 0-21=-1 66911054,4-21=-1 666/1063, LOAD CASE(S) 4-5=-1176/721,7-12=-364/626, Standard 6-12=-364/626 BOT CHORD 2-22=-1243/1584,10-22=-1243/1584, 10-23=-1243/1584,9-23=-124311584, 8-9=-762/1073,8-24=-762/1073, 7-24=-762/1073 WEBS 4-10=0/270,4-9=-600/544,5-9=-170/509, 5-7=-1085/782 X¢J3'tl fl1351:6ft�rfl�N f't tr_r 21USi5>$urXKtlit[(!fj(((I$1[^1$tE31JI^!2 a'Id rk74:i.GSt'AItn6.lRdr! r 'i1SUf Fitt N+.SaI'ii I¢ilMjsytxpy(i[{,at 13 fR{{r:t'.%'L9.re.itlHlRf$lfitt!!(t5l:�f.i¢±il N¢S..tt4;<II'�J,ttlr ,uilk:lw".a r4Yls lr'.ks�s>afnka lttNxrsid. tr ss ei�.pmsust i¢csrysp! st tnsglpII¢rsri ia,spes! R>:lhs vrtgixlrc¢lrytssdii�(nfisenp¢CAtsrtLt st.j�rdmrtr r3B d.ahr iFN..kehg riias.ba§tnm xtshn5t!. ,first a•ustin lutrWtfia3 tics tE.�;y�R t at¢iirsm' rtil..1 rdt!dq3 ys,nb[ tlL i,�C;atylt d¢f jai U tN Ix r{p<1drR 18tn ut 5tid t72.s,t,xstalsa8 t.n e;.x+,lilT rtt:aa;thEt M sut :ip� ,9ntl'onyF Fomtio:IIi FE.: SIt Lij m$t af(eti ht arse jeanttl Plat i iStu eidlcu tR+6 -tl-nllit isV t6a 1!nfpt l titiEtsi ss .ps Ilti:A str t'n sN.a>l+atr,taCeis _ B'JOS3 phu4iutn¢dsl KaTrlagerl tsst9rl�lEi lEprat ofre!_"¢etass6uipFµac i!galf t s¢g..Ip¢r ai nSf kn Eq, dm6:eip liilga ud4s mut:§.dalF6i_ ' oast`' Lucieaivd, • - Ftut Pierc,K,34946: GppilltlQ2i11bA-1Feo1Ltis's-AnlhespI lombo ill,P.L s produdonoft9isdomm.ot,inan}[im,fspru4.btltd.lb usIbrvVenpa isssofi mA-1FoolTres scAilhay1.losbaIII;1 � Job Truss Truss Type Qty PIY Jab Reference(optional) A0187953 XCAS6519DS A25 HALF HIP 1 1 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:19 2017 Page 1 ID:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-rCxAnrbkSvtOhgtQxsigDDiPaXrOiKlcdTEUPazhyos 14-0 6-8-10 11-0-0 16-1-1 21-5-10 1 4-0 6-8-10 4-3-6 5-1-1 5-4-9 3x4= s• Dead Load Defl.=5/16 in 4x4= 3x4 5x6= = 5 QQ 22 7 4.00 12 1,5x4 4 L1 21 \� i o 3x4� 20 3 3 \� 12 19 1.5x4 II 2 1 ! ! 23 10 9 24 8 4x6 11 3x8= 3x4= 4x4= 11 0-0 21-5-10 11-0-0 '10-5-10 Plate Offsets(X Y)— [2:0-4-5 Edge] [7:0-3-0 0-3-0] [8:0-1-8 0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.51 8-10 >500 360 MT20 244/190 TCDL 15.0 Lumber DOL . 1.25 BC 0.87 Vert(TL) -0.87 8-10 >295 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.04 19 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.09 8-10 >999 240 Weight:111 lb FT=O% LUMBER- TOP CHORD 2x4 SP M 30`Except' NOTES- T2:2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP M 30*Except* Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; B2:2x4 SP No.2 h=14ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)-1-4-0 to 4-1-7, SLIDER Interior(1)4-1-7 to 11-0-0,Exterior(2)11-0-0 to 18-8-9 Left 2x4 SP No.3 1-6-0 zone;C-C for members and forces&MWFRS for BRACING- reactions shown;Lumber DOL=1.25 plate grip TOP CHORD DOL=1.25 Structural wood sheathing directly applied or 4-6-12 oc 2)Provide adequate drainage to prevent water ponding. pT except end verticals. 3)Plates checked for a plus or minus 0 degree ROOT CHORD rotation about its center. Rigid ceiling directly applied or 6-3-10 oc bracing. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1076/0-8-0 (min.0-1-8) bottom chord and any other members. 19 = 910/Mechanical 6)Refer to girder(s)for truss to truss connections. Max Horz 7)Provide mechanical connection(by others)of truss 2 = 241(LC 8) to bearing plate capable of withstanding 468 lb uplift at Max Uplift joint 2 and 380 lb uplift at joint 19. 2 = -468(LC 8) 8)This truss has been designed for a moving 19 = -380(LC 8) concentrated load of 200.Olb live located at all mid Max Grav panels and at all panel points along the Bottom Chord, 2 = 1076(LC 1) nonconcurrent with any other live loads. 19 = 910(LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=765/0,3-20=-1756/1142, 20-21=-1692/1151,4-21=-1681/1159, 4-5=-1390/836,5-6=-1276/848, 8-12=-453/762,7-12=-453/762 BOTCHORD 2-23=-1286/1594,10-23=-1286/1594, 9-10=-659/940,9-24=-659/940, 8-24=-659/940 WEBS 4-10=-378/499,6-10=-245/482, 6-8=-1059/772 �iny flen atit�dpin.'irxfit!r x149Si"Sfli7'p&KiL[;ttk 1C0%7IiNi5(k%1#'Y5'alS 6:S:Ji9�Mi'C;ia..in7phrg(c.siit¢tix2 i sy�i,nn C'lAft�i Fi i[Piilu4 Jdf ql .So17,.1 ti,r,n SkrnEeimi ne-.luse£rsrae C.d 3t t^,nij Y ii:raar it pSYis ale_h1 si-0in ke@ru .s¢�1.111 is,iu�up a, �e Sjec;,%J n{nex".,teAer ts}1GIIrEprriie'<yareprrary pexAt7 t+e�ipQ ri PT4ni%'!et(p 4eenipxor(ttyfail;I situp aetudiP_Uil wssiliil'kibip is„prn+.bitsp mtdn5,t;k5rA!.. rAttt110�_T.TOi:1D0II!;P6 - ;�nedfSeiT-shreeepd! 4�tr t,sxeyld. yr 2C.ifsttauvtte tlerhet et ht mM 6z2ttf�W d:liuf 6ede:e zI Nl lyyp iimaWlpae Sett,%d i< ,ai o mH fi 'a�ilirtarlf IieCl& 3t iC Y ..:.. "p r i �i FN? t �r.. i pL 3. rt"ri 'sµt.i•i , • 3ejGAri Jjk%if,Ne4ii i7xs 4JW0Et ICJ iL(�(IkE-JSQdpii s1ru WlyGsp»i43ddr h' mert,(srpius dtr itlalsane sdieu.Mta rsti-:iis!ia t4 9meesn:i&ps:ro!J,irlt�,sEtxl,ss eS.y:r U,e Gs ;raft„ce ms vaahsxn nreje 80083 . 4451,S[t ac a 81vii, ztritite dtuelyeCw%p1 eN4syhermsp.HeG'pvls deL r41 ss srp hpi c%a 3ed-Aei eap arras rvia `wrtsS2 0}-t;d a+th rc cs�:9eda RiG. Fcsrt-Pteree FL 3 9 15, '• =[9 ti @I,Q.i,i0lt k•1 R90tliFt#S,1tniFC I InmSa III.P,Ei Re mduUroantlhis damoert,indri'ix,d rah,6ited thecOhenrinan etmrzt ct,tlnm A=1 roolirecstt:A6Shes l legralli i'.L ' Job Truss Truss Type Qty ply XCAS6519DS A26 Roof Special 1 1 A0187954 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:19 2017 Page 1 ID:91ftG OBvLYIHkWNQ51ANUyElSq-rCxAnrbkSvtOhgtQxsigDDiPLXuBiLMcdTEUPazhyos -1-4-0 9-0-0 14-11-4 20-10-8 21-4 0 1 4-0 9-0-0 5-11-4 5-11-4 -5- DgRd Lead Dell.=V6 in 48= 1.5x4 11 5x10= 4.00 12 4 21 5 6 20 L 44--�:: 2 0 3 °D ra 19 1.5x4 II 2 EJ 0 1Bi v 23 10 9 24 8 25 7 �22 5x6 11 1.5x4 11 3x4= 3x8= 3x3 11 9-0-0 14-11 4 20-10-8 214 0 9-0-0 5-11-4 5-11-4 -5- Plate Offsets(X,Y)— [2:0-3-13,0-041,[4:0-5-0,0-2-01,[6:0-1-8,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.23 10-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.44 10-17 >582 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.07 19 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.16 10-17 >999 240 Weight:111 Ib FT=O% LUMBER- TOP CHORD 2x4 SP M 30*Except' NOTES- T2:2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust BOT CHORD 2x4 SP No.2 ) WEBS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; OTHERS 2x4 SP No.3*Except* h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BL1:2x6 SP No.2 (envelope)and C-C Exterior(2)-1-4-0 to 1-11-10, SLIDER Interior(1)1-11-10 to 9-0-0,Exterior(2)9-0-0 to 13-8-0 Left 2x6 SP No.2 2-6-0 zone;cantilever left and right exposed;C-C for BRACING- members and forces 8 MWFRS for reactions shown; TOP CHORD Lumber DOL=1.25 plate grip DOL=1.25 Structural wood sheathing directly applied or 4-8-7 oc 2)Provide adequate drainage to prevent water pudins, except end verticals. ponding. BOT CHORD 3)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 4-9-9 oc bracing. rotation about its center. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load noncwncurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1066/0-8-0 (min.0-1-8) bottom chord and any other members. 19 = 893/0-3-8 (min.0-1-8) 6)Bearing atjoint(s)19 considers parallel to grain Max Horz value using ANSI/TPI 1 angle to grain formula. 2 = 227(LC 8) Building designer should verify capacity of bearing Max Uplift surface. 2 = -550(LC 8) 7)Provide mechanical connection(by others)of truss 19 = -431(LC 8) to bearing plate capable of withstanding 550 lb uplift at Max Grav joint 2 and 431 lb uplift at joint 19. 2 = 1066(LC 1) 8)This truss has been designed for a moving 19 = 893(LC 1) concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, FORCES. (lb) nonconcurrent with any other live loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD LOAD CASE(S) c 2-3=-582/0,3-20=-1573/1076, Standard 4-20=-1544/1090,4-21=-1281/904, 5-21=-1281/904,5-6=-1281/904, 7-12=01260,6-12=0/260 BOT CHORD 2-22=-1135/1464,2-23=-1135/1464, 10-23=-1135/1464,9-10=-1134/1471, 9-24=-1134/1471,8-24=-1 1 3411 471 WEBS 4-10=0/339,4-8=-298/265,5-8=-448/464, 6-8=-911/1290 ' NiRlf]Flsv Rffn:Yrni�fa hf rliQIItSStSs513;1E3At ItIDS6�k0Il:tS t93?GYj WY3'ii6:An�[♦yY 11'�lan teid[tslf_y afenMieNsuS3s?hss¢nly^nu[plr;¢kM isgx[I.Lzta lG,t trk f Shileim«n.hJess'itltf:ise r�etnGi lfU-:ufr _ fiTfxua«af?IFI fSsRk sfffz'kE1'Gfalil{25lr G fur nq Si,fly[gla. RfM 95[[D"v14YN'ns fs?eawEfdc Jnsf.Irrfyacu�.k iv 3f l,s.,ffsuik rn tg7sf nf>m p«sifrmL ix&gsn,pF,Rn.IxWq mf:uf:s�! Anthori",T.romtifittt-P.&. indCn b.pi«ppr Rur cNram.c rRsce% Rarsn rznnf swra�,G n fti•n ifarznYfi tnfi�xk raumGttte.r[ i�n roo mf aie�u Yfr fffa<e r?�1,'i [ ',ii kf.. iSa,i+ [ >Jnp�l y ' Rel7fe[Hsryrnt L6t�Q lge:I s fauR iG f/Nz[rtti¢sr li:iwsdfizki4'i[-r.fn5rtulah uaiflSllf V;if`I{?r !SE<A ei reln tf d1m.[Se f,a�ltfiasttertcr h63es ni i.^x"sitR i s O snn,rioss Ce.tnn;senntlns Ymh�n.nkss v( ftFe�.nn(ehxsi.finnntipf4 luYnGrq t!i7r:nNSlnl�ltiMrnssOes[f[>3otiinA ttlf init f[Giilrwxlas fYe3[iiia'R at sraa7l si..d(ii[Aclind na:ne si EeS In*q I. `Si:St.LUCIQ Blvd,. 44 ForYPierce,fL'74940 Cappig5?9 7�16 Ad Aaf imssa-k?6�ey I i a-a.I[,P,E:Remdutha¢df i6is dafumenL in anY form,is p[ohitgtd wtlhgot 16e infien pefraissia5 tram A;I i at[msszs=ktdooyi-Tem@b IIGP.F: i Job Truss Truss Type Qty Ply A0187955 XCAS6519DS A27 Roof Special 1 T1J.b eference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:20 2017 Page 1 ID:91 ftG—OBvLYIHkW NQ51 AN UyEl5q-J PVY_ACMDC?tl—ScUZDvmQEWSxDORdms6-1 yOzhyor 1 4-0 7-M 13-11-4 20-10-8 21-4 0 1-4-11 7-0-0 6-114 6-114 -5- 18 Dead Load Detl.=1/4 in 4x6= 4x8= 1.5x4 11 5x10= 4.00 F12 4 22 5 6 L 3x4 7:5� 2021 19 d x4 11 2 3 cis 1.5 q 1 Iv V 11 1 23 10 249 8 25 7 3x6 11 1.5x4 11 44= 3x8= 3x3 11 7-0-0 13-114 20-10-8 214 0 7-0-0 6-114 6-11-4 -5- 18 Plate Offsets(X,Y)— [2:0-3-13,0-1-1],[4:0-5-0,0-2-0],[6:0-1-8,0-3-0],[7:0-1-8,0-0-0],[8:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.22 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.45 8-10 >565 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.05 19 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.16 8-10 >999 240 Weight:104 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30'Except' T2:2x4 SP No.2 WEBS BOT CHORD 2x4 SP No.2 4-10=0/292,4-8=-138/337,5-8=-557/554, WEBS 2x4 SP No.3 6-8=-1154/1671 OTHERS 2x4 SP No.3*Except* BL1:2x6 SP No.2 NOTES- SLIDER 1)Unbalanced roof live loads have been considered Left 2x4 SP No.3 1-6-0 for this design. BRACING- 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) TOP CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Structural wood sheathing directly applied or 2-2-0 oc h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS puriins, except end verticals. (envelope)and C-C Exterior(2)-1-4-0 to 1-11-10, BOT CHORD Interior(1)1-11-10 to 7-0-0,Exterior(2)7-0-0 to 11-8-0 Rigid ceiling directly applied or 5-3-7 oc bracing, zone;cantilever left and right exposed;C-C for WEBS members and forces&MWFRS for reactions shown; 1 Row at midpt 6-8 Lumber DOL=1.25 plate grip DOL=125 MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water cross bracing be installed during truss erection,in ponding. accordance with Stabilizer Installation guide. 4)Plates checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 5)This truss has been designed for a 10.0 psf bottom 2 = 1066/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live 19 = 893/0-3-8 (min.0-1-8) loads. Max Horz 6)'This truss has been designed for a live load of 2 = 186(LC 8) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = -556 LC 8 bottom chord and any other members. 19 = 425(LC 8) 7)Bearing atjoint(s)19 considers parallel to grain Max Grav value using ANSI/TPI 1 angle to grain formula. 2 = 1066(LC 1) Building designer should verify capacity of bearing 19 = 893(LC 1) surface. 8)Provide mechanical connection(by others)of truss FORCES. (lb) to bearing plate capable of withstanding 556 lb uplift at Max.Gomp./Max.Ten.-All forces 250(lb)or less except joint 2 and 425 lb uplift at joint 19. when shown. 9)This truss has been designed for a moving TOP CHORD concentrated load of 200.01b live located at all mid 2-3=-459/0,3-20=-1746/1169, panels and at all panel points along the Bottom Chord, 20-21=-1729/1171,4-21=-1721/1187, nonconcurrent with any other live loads. 4-22=-1775/1219,5-22=-1775/1219, 5-6=-1775/1219,7-12=0/265,6-12=0/265 BOT CHORD LOAD CASE(S) 2-23=-1203/1580,10-23=-1203/1580, Standard 10-24=-1200/1585,9-24=-1200/1585, 8-9=-1200/1585 WEBS 4-10=0/292,4-8=-138/337,5-8=-557/554, ''Vmiy'Fl�v hn rdrseei,h,111C DL5S3,R_7 reEliflTi1N16rJkDI17lS(ffi?CLy'UUfRR�"t.tkA7i2[AeY!{r`�n�icdi k'pyv4msu(in/wlf uEit lass telp9 igpP`;sWMt ltpart T,aliG:r Irh.na5trntelne n.:E-Jen P.n ne WdnCe IFO;e,ij ' f?Teicmxsr{idn t�IDf2_n,{ii(1EDDHfe1d:11,iTRS OnR IrrEkAt'L1{W,Iq(:q ns�wsry TDD sq mm,e,ra daH,rn nl iigm mryrs{wtyMtclsy d�,sink Tm ie{.r.1<,lsefcp 4nt,IFll iwr,rtps„sxest.ee ctm�iesr Aniheri-7'Tom6o'III-P.E. al'nidr ,Lxnriti9Jis Qe,e{u'jMeia EsC-en4s�tleruet p .in,L,N3Jsxa,` D.e A tilh'Q tetra Ih,bilk&j.d i1K1 R_(r,ddh IDD f,Rfe'd dh T sud.tiihTmt 1 i pA,f6n•,ss1.s;.,d:f Cx / l/iijd y 60683 , a,r�llcrC s,�aas(ae,� IaM s nsytD i3t{rt�[ii.lpefm,7rur,rW r6 paeeS,:ll,sr rtsnr lt:ttnlrr nSsln�ad� 1 { drn,,; fFie�ixs H,. �r sFnTSupiasi,dalsDs:-,er i�I;sc,.riy.....oe l,s aa.+,3�v akss 44515t was Blvd,. :I nlnvis�Iw 3la unMigxdl >:ua1!,.1{,nx m,h>t:ile rn Pe,a hgaein Flrtd,d,Il,rOeiirnr i s,4nrs firiwed r!I]q,r..zniiptai e/.xx_n,Tsi,6 rmTL Fort Pier e ' 946' .` ,FL 34 . Cdpj,lght .7016k1 Aaaf Lsssz4;Asihndy I T sue ilf,P,E,RejtadsnisF ciltui dscumest:in uny fot,n is pgh3n;d xhhsurihe mmgn pemssma Gem A;I 4,s1 Usises Athont ITmSs.IG P.E: e Job Truss Truss Type Qry Ply XCAS6519DS A28G Half Hip Girder 1 1 Job A0187956 Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:21 2017 Page 1 I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-nb3wCWd_W7kw81 p2Hk8lengyLY9AE?v5mjbUSzhyoq 1 4 0 5-0-0 10-4-11 15-5-13 20-10-8 21 4 1 4-0 5-0-0 TO 5-4-11 5-1-3 5-4-11 -5 Dead Load Defl.=51.16 in 46= 4.00 12 48= 1.5z4 11 4 = x4= 5x14= 5 7 8 _ 4x8 3 21V IV 0 1.5x4 II 2 0 ?F 1 I� N �29 30 12 31 32 33 11 34 35 3610 37 38 39 40 9 1 5x8= 1.5x4 II 5x10 MT20HS= 3x8— 5x10 MT20HS11 -0 10-4-11 15-5-13 20-10-8 21-4 5-0N-0 5-4-11 5-1-3 54-11 5 Plate Offsets(X,Y)— [2:0-2-0,0-2-5),[4:0-6-0,0-1-121,[6:0-2-0,Edge),[8:0-5-8,0-3-0),[9:0-3-8,Edge),[10:0-34,0-1-81,[11:0-5-0,0-3-0),[12:0-24 0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.43 11-12 >594 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.76 11-12 >334 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Horz(TL) 0.07 21 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.29 11 >870 240 Weight:109 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 10)Hanger(s)or other connection device(s)shall be BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3`Except* 2-29=-1533/3933,2-30=-1533/3933, provided sufficient to support concentrated load(s)0 lb W2,W4:2x4 SP No.2 12-30=-1533/3933,12-31=-152813991, lb down and,85 lb up at and 1 85 lb down and 2,8 lb OTHERS 2x4 SP No.3*Except* 31-32=-1528/3991,32-33=-1528/3991, up at n and,85 lb down and -12 lb up at down an,85 150 BL1:2x6 SP No.2 11-33=-1528/3991,11-34=-1811/4597, lb down and -12 lb up at 1 n and,85 lb down and -12 SLIDER 34-35=-181114597,35-36=-1811/4597, lb up at 13-0-12, 5 lb down and 1-1 lb up at lb down Left 2x6 SP No.2 3-0-0 10-36=-1811/4597,10-37=-271/690, ,85 lb down and 19- - 2, at 1 5 lb d,and 85 lb down BRACING- 37-38=-271/690,38-39=-271/690, and 150 lb up at 19-0-12,and 85 lb down and 151 lb TOP CHORD 39-40=-271/690,9-40=-271/690 up at 19-10-12 on top chord,and 464 lb down and 68 Structural wood sheathing directly applied or 2-8-10 cc WEBS lb up at 5-0-0,228 lb down at 7-0-12,228 lb down at purlins, except end verticals. 4-12=0/822,4-11=-810/2012, 9-0-12,228 lb down at 11-0-12,228 lb down at BOT CHORD 5-11=-630/545,7-11=-501/1384, 13-0-12,228 lb down at 15-0-12,228 lb down at Rigid ceiling directly applied or 5-4-11 cc bracing. 7-10=-931/720,8-1 0=-1 653/4233 17-0-12,and 228 lb down at 19-0-12,and 230 lb down at 19-10-12 on bottom chord. The MiTek recommends that Stabilizers and required design/selection of such connection device(s)is the cross bracing be installed during truss erection,in NOTES- responsibility of others. accordance with Stabilizer Installation guide. 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) 11)In the LOAD CASE(S)section,loads applied to the Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; face of the truss are noted as front(F)or back(B). REACTIONS. (lb/size) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 2 = 1562/0-8-0 (min.0-2-5) (envelope);cantilever left and right exposed;Lumber 21 = 1524/0-3-8 (min.0-1-8) DOL=1.25 plate grip DOL=1.25 LOAD CASE(S) Max Horz 2)Provide adequate drainage to prevent water Standard 2 = 145(LC 4) pondin g• 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max Uplift 3)All plates are MT20 plates unless otherwise indicated. Plate Increase=1.25 2 = -896(LC 4) Uniform Loads(plf) 21 = -855(LC 4) 4)Plates checked for a plus or minus 0 degree Vert:1-4=-70,4-8=-70,9-15=-20 Max Grav rotation about its center. Concentrated Loads(lb) 2 = 1977 LC 15) 5)This truss has been designed for a 10.0 psf bottom ( chord live load nonconcurrent with an other live Vert: 2(F)2 =- 2(F)2 5 82(F) (F)22(F)2 7 21 = 2201(LC 27) y 23=-82(F)24=-82(F)25=-82(F)26=-82(F)27=-82(F) loads. 28=-85(F)31=-28(F)33=-28(F)34=-28(F)35=-28(F) FORCES. (lb) 6).This truss has been designed for a live load of 36=-28(F)37=-28(F)39=-28(F)40=-30(F) Max.Comp./Max.Ten.-All forces 250(Ib)or less except 20.Opsf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. 2-3=-965/352,3-4=-4258/1614, 7)Bearing at joint(s)21 considers parallel to grain 4-22=-5754/2276,22-23=-5754/2276, value using ANSI/TPI 1 angle to grain formula. 5-23=-575412276,5-24=-5754/2276, Building designer should verify capacity of bearing 6-24=-5754/2276,6-25=-5754/2276, surface. 7-25=-5754/2276,7-26=-4597/1811, 8)Provide mechanical connection(by others)of truss 26-27=-4597/1811,27-28=-4597/1811, to bearing plate capable of withstanding 896 lb uplift at 8-28=-4597/1811,9-14=01670,8-14=0/670 joint 2 and 855 lb uplift at joint 21. BOT CHORD 9)This truss has been designed for a moving 2-29=-1533/3933,2-30=-1533/3933, concentrated load of 200.01b live located at all mid 12-30=-1533/3933,12-31=-1528/3991, panels and at all panel points along the Bottom Chord, 31-32=-1528/3991,32-33=-1528/3991, nonconcurrent with any other live loads. 11-33=-1528/3991,11-34=-1811/4597, ne16rp •nm sor.:<' ru apio ric SsSs r na lira eneoi spur eu I v�i Imic aikiar tra l::a 1.1-r;;cnn t ill e`adu em�rt is:.:cr uk v,ia:e:ian_uc, ,iRrar Re 7f0.evlr u tbkcRxC+rlehssal(Ezcs:dk te'L9 n ft'e rs rs 0-=4r+ ( 51-ht bl n w.pq rN rqe m do rr::,eI,S y nxi'n1x E/eup+dtfe supk Trt•rp1.lc 1 T'R Ip Ift!.1 tip �8=n,�r tv I m47 iq- Antheriy t Tombo HlI P.E. Wills:dtx r 4,lty rills i p rtp irrdli e a e: sr m t pr6,i if wf i ; 'll li d fdr.If di x Itx 4'I Ilir,,m9 (Tr i.T_ppmd 01 N"1 aifieE do r tie:ryr >�,i r.pidi b u:, yd r az r nuu�a: +.80rn n s•'IryFsquasfiek��n ill tvi, eye•ru rulfiF5; rr d letur(aeF ct-H�efSiita: „mmrds:ttn r�sA ir';' ::i s,r..a�d3>!r_irrt: :pi;r:r t�::.i lal::aml s os�x_;, sce v.�K,Rji Irkrd: 445i 5t Lucle Blvd, innl wll,:anwrydp�t rceH,l7pn�ldr,zernsDerprg�n kIAeWMIDiiirlrtll:IydczEi[d re,u(rr:anlrm,taa�:nefilt mt Prt o Pter_e,PL`34946 -Cop'p1g51�.1QI6 Rd i of Eln szt Lcthpny E T m.a III,P1,Re rodud.z;dffils 6nmmtet;in ony ferm,ps ptohidiltd x,thoot thepiinen pumasian Ge©F 14uof GpiusS Apthooy I T.m5e llI;P.E Job Truss Truss Type Qty Ply A0187957 orb B01 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:22 2017 Page 1 I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-Fnd I PseclgFbYHc?c_FNrrKvTkv�vjx2KQT80uzhyop 1-4-0 4-10-4 8-9-0 12-6-0 17-0-0 22-0-0 23-4-0 1 4-0 4-10-4 3-10-12 3-9-0 4-6-0 5-0-0 1 4-0 4x4— Dead Load Defl.=1/4 in 4.00 12 5 3x4-75� 4x8= 4x4= 4 6 3x6IVI 0 1.5x4 If 2 3 1.5x4 11 1-i 1 8 9 Z�7 m td26 14 27 13 28 12 11 29 10 30 31 32 33 46 11 1.5x4 11 3x8= 5x6 WB= 5x6= 4x6= 1.5x4 11 4-10 4 8-9-0 12-6-0 17-M 22-0-0 4-10 4 3-10-12 3-9-0 4-6-0 5-0-0 Plate Offsets(X Y)— 12:0-4-5 Edge),[6:0-5-0,0-1-121,[B:Edge,0=1-111,[10:0-3-0,0-3-81 LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.15 12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.42 12 >624 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Wind(LL) 0.20 12 >999 240 Weight:116 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* T1:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP M 30`Except' 2-26=-685/2056,14-26=-685/2056, LOAD CASE(S) B2:2x6 SP 2400F 2.0E 14-27=-68512056,13-27=-685/2056, Standard WEBS 2x4 SP No.3 13-28=-1362/3734,12-28=-1362/3734, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 OTHERS 2x4 SP No.3 11-12=-1357/3733,11-29=-1357/3733, Plate Increase=1.25 WEDGE 10-29=-1356/3734,10-30=-1362/3525, Uniform Loads(plf) Right:2x4 SP No.3 30-31=-1362/3525,31-32=-1362/3525, Vert:1-5=-70,5-6=-70,6-7=-70,7-9=-70,17-23=-20 SLIDER 32-33=-1362/3525,8-33=-1362/3525 Concentrated Loads(lb) Left 2x4 SP No.3 1-6-0 WEBS Vert:30=-1007(F) BRACING- 5-13=-373/1058,6-13=-1 884/824, TOP CHORD 6-10=-498/499,7-10=-303/900 Structural wood sheathing directly applied or 2-5-10 oc purlins. NOTES- BOT CHORD 1)Unbalanced roof live loads have been considered Rigid ceiling directly applied or 6-3-7 oc bracing. for this design. MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; accordance with Stabilizer Installation guide. h=12ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);Lumber DOL=1.25 plate grip DOL=1.25 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 2 = 1306/0-8-0 (min.0-1-9) ponding. 8 = 1867/0-8-0 (min.0-1-9) 4)Plates checked for a plus or minus 0 degree Max Horz rotation about its center. 2 = 69(LC 12) 5)This truss has been designed for a 10.0 psf bottom Max Uplift chord live load nonconcurrent with any other live 2 = -524(LC 4) loads. 8 = -829(LC 5) 6)'This truss has been designed for a live load of Max Grav 20.Opsf on the bottom chord in all areas where a 2 = 1306(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = 1867(LC 1) bottom chord and any other members. 7)Provide mechanical connection(by others)of truss FORCES. (lb) to bearing plate capable of withstanding 524 lb uplift at Max.Comp./Max.Ten.-All forces 250(lb)or less except joint 2 and 829 lb uplift at joint 8. when shown. 8)This truss has been designed for a moving TOP CHORD concentrated load of 200.01b live located at all mid 2-3=-499/122,3-4=-2252/789, panels and at all panel points along the Bottom Chord, 4-5=-2211/855,5-6=-2228/851, nonconcurrent with any other live loads. 6-7=-3591/1509,7-8=-3781/1536 9)Hanger(s)or other connection device(s)shall be BOT CHORD provided sufficient to support concentrated load(s) 2-26=-685/2056,14-26=-685/2056, 1007 lb down and 477 lb up at 17-6-12 on bottom 14-27=-685/2056,13-27=-685/2056, chord. The design/selection of such connection 13-28=-1362/3734,12-28=-1362/3734, device(s)is the responsibility of others. 11-12=-1357/3733,11-29=-1357/3733, 10)In the LOAD CASE(S)section,loads applied to the 10-29=-1356/3734,10-30=-1362/3525, face of the truss are noted as front(F)or back(B). 30-31=-1362/3525,31-32=-1362/3525, .. ... - .i ;liium YtuiiC,t It+tr swFini-<t,_.ir�tt, A-��tea_t.,Gdao,tti Yndy Fl hn;Ut,eie Ht 111C 71LSt7,Y..3�5(i3AtIN156.9Y07M2SlafICYj W3'ji(YE.SitCeYEF1'(nn trip tF mkvte8nttdnl t 6+tL ss[e ip y�l.ra l .,t Glrf[(A,E,trItHS44dlktltl(Re-L9Hlt(di At�l s;o:s>ehrytof:„slwttiris 1.Hprzlt?,m{m rq(suh ,,t:tr;antF<d,n,insvasn;;srsc tgir2tl rtd2t;,ialkrm It it,n�lce tr eRtnl,rktcvq,u,�91 c)m�l ��tf:,nr,.sary Anthon Ir-6n&III•P_E. a�Stitdru 3 ra G,rt4ltAtr if Ht tfr Uiapc 6 GRee•seastme ye^„fi He ralGrCsau;h7t a ta11 I1�HtR( Ins 4z1 S•lliep itttttt 6'1 t"etlmathh ICD ! 'fiti! Atl r r agttykaeIly:i R it,ll Mid hernSShci at 1 n�slid- y _80083 murl�o�:ran�a loco :tI�aHtlo.m�:rR�ir tlrt��t;notl;t.,rtrar,Ywsrtstatn�ntsnl?s:t:'ii rr estta �;iMt<t�sl�karN,Rt[F41t�issdtifii,uMi3tnfthn!dH lrs C xneiscr_ r.:<nutins:vmnp_n.,dts} 445> e St:Lui:te:8lvd, :.. ' in(ryM«6ret lrstttAiiltgnEepfxnrtuslrk7rm;tinl)ti,ila rues Ottµragoitirs iltfit6aliyD;illmt rltou Rtlest(rmeta ,MilHr:,.(Ilittldl,sl,xa,tie�iL�1%ltFl: - h t L- Fo Pi C2;P `3�4.4 45 Gppig5t97Q16 A-1R.altiatsas;Aab-oPyrIatIII,P.E;Rstsadoni athisdommtot in'ariyform ispiohi6iitd wuhaot thepifienpnmissieaGoinA1R athassis Athoay LiecSplll;$E Job Truss Truss Type Qty Ply XCAS6519DS B02 ROOF SPECIAL 1 1 A0187958 ' Joh Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:22 2017 Page 1 I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-Fnd IPseclgFbYHc?c_FNrrKwBkvLvgi2KQT80uzhyop 1 4-0 5-2-4 8-9-0 10-6-0 15-0-0 21-4-0 14-0 5-2-4 3 6-12 1-9-0 4-6-0 6-4-0 4x4— Dead Load Detl.=3(16 in 4.00 12 5 64x6= 4x4= 1.5x4 25 4 24 4x6 V2 4x6 3 8 Q 9 es 1.5x4 II 2 11311 2 of to s 26 27 12 11 10 28 i = 5x6 11 3x8= 4x4 3x4= 3x10 11 8-9-0 15-0-0 21-4-0 8-9-0 6-3-0 6A-0 Plate Offsets(X,Y)— [2:0-4-5,Edge1,[5:0-2-0,0-2-41,[7:0-2-4,0-2-81,[9:0-7-0,Edge) LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.18 12-22 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.39 10-12 >663 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Wind(LL) 0.16 10-12 >999 240 Weight:103 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30'Except' T2,T3:2x4 SP No.2 WEBS BOT CHORD 2x4 SP No.2 4-12=-217/409,5-12=-646/745, WEBS 2x4 SP No.3 6-12=-638/648,6-10=-324/335, OTHERS 2x4 SP No.3 7-10=-100/308 SLIDER Left 2x6 SP No.2 2-2-0, NOTES- Right 2x6 SP No.2 1-6-0 1)Unbalanced roof live loads have been considered BRACING- for this design. TOP CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Structural wood sheathing directly applied or 4-1-15 oc Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; purlins. h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BOT CHORD (envelope)and C-C Comer(3)-14-0 to 3-9-12, Rigid ceiling directly applied or 4-5-4 oc bracing. Extedor(2)3-9-12 to 8-9-0,Comer(3)8-9-0 to 10-6-0, MiTek recommends that Stabilizers and required Exterior(2)15-0-0 to 21-4-0 zone;C-C for members cross bracing be installed during truss erection,in and forces 81 MWFRS for reactions shown;Lumber accordance with Stabilizer Installation guide. DOL=1.25 plate grip DOL=1.25 3)Provide adequate drainage to prevent water REACTIONS. (lb/size) ponding. 9 = 940/Mechanical 4)Plates checked for a plus or minus 0 degree 2 = 1073/0-8-0 (min.0-1-8) rotation about its center. Max Horz 5)This truss has been designed for a 10.0 psf bottom 2 = 87(LC 12) chord live load nonconcurrent with any other live Max Uplift loads. 9 = -347(LC 9) 6)`This truss has been designed for a live load of 2 = -419(LC 8) 20.Opsf on the bottom chord in all areas where a Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the 9 = 940(LC 1) bottom chord and any other members. 2 = 1073(LC 1) 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss FORCES. (lb) to bearing plate capable of withstanding 347 lb uplift at Max.Comp./Max.Ten.-All forces 250(lb)or less except joint 9 and 419 lb uplift at joint 2. when shown. 9)This truss has been designed for a moving TOP CHORD concentrated load of 200.0Ib live located at all mid 2-3=-588/137,3-24=-1753/1863, panels and at all panel points along the Bottom Chord, 4-24=-1691/1872,4-5=-1573/1606, nonconcurrent with any other live loads. 5-6=-1565/1663,6-7=-1554/1679, 7-25=-1 612/1676,8-25=-1 701/1659, B-9=-475/0 LOAD CASE(S) BOT CHORD Standard 2-26=-1648/1601,2-27=-1648/1601, 12-27=-1648/1601,11-12=-1640/1816, 10-11=-1640/1816,10-28=-1398/1541, 9-28=-1398/1541 WEBS 4-12=-217/409,5-12=-6461745, '#paii flelf:ttk�.l+ftihi hf 6 I:J.1lUSj3('STIfi�6t'Rtll[TElN$:asa.;�s(3t��Jrf$}$,IX�l:(U,ry(1'([Eu-i<les/ti[i Em4lhES ortletd d,d EEr l{°tt E'ft jr ESiC;dr(j f¢II Sfrs lj/..E kIP.1..1}(N.E41 Strn E�n115L d'kif W'C.i.T l..ltE"st��,ti(( 44"'s [z.fiYs,[nI,f'dhitar lit haE.l{d2Qst_r,gsg>, _.1°':S�ILs"n,_s sex[[Iry1GFnps - kaprrE tesAns'sul xy 1¢:rssi+L^ffuM is [tk}uil[7 Ex t=eledwti[tJDll ttt EUI I.;6eN ii°n°•a{ 4siq [s,s.)h.Ei!-. _sdiiehni t::r saJ! es e. �e;t(drs tr eC.eelsvr,rtt�'y¢I°rt to a rx 'rE roar,E C,[ue ImIWLE , ¢asiu•r -ntt�n t BWrd Keit,t 11e{Ei,,.hr [r9s.sn e�z<.hua ,n.'iia ;w.l wr t;li .AnNeriyT Torntioa[[;P:E:: Nt!, t 9 } 1 §, 8.JU33 iaz6 rl,YCCtTbiii in7:13ai{+h s1t,td7ck-yaE N}P*"di.(t6t;i4h5 ai+ I[EiSTe e1a'E¢L4h,1,,1p& iy 9r°.s3[fxrud+.rt i.11�eiit T ts:rt.yE,ip;sCa aupu ¢elu R'4. s,etkss 44515e I:1CiF BIYd, .tniE59Enlsn(safr age dfgEa rmg Er Pllm Irt,:yE(1 Ss 7[slp EEprs r.KaltsGt}f,�[-cim lstEnE[pie s+snA(},I;ji ui adnstti.eit JulFl i<. 'Forte rce,FL_3946.. Copptlg la;2MAd Hoa(Crises,A,04ry 1,Unbo llh P.L a ptoha'oi of lhis do(nmeof.I.6�[-Sm,is prd6.bited dhool iliebgp.fno t isiia 60a1 A-)tool lrassm Alll(Ieny I.Tomb.11111 6 � Job Truss Truss Type Qty Ply XCAS6519DS rus HIP 1 1 A0187959 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:23 2017 Page 1 I D:91ftGOBvLYIHkW NQ51 ANUyEl5q-jzBhdCeEW7NS9RBBAimcO3s2g8EdeKoCY4CiYLzhyoo -1-4-0 9-0-0 1370-0 21-4-0 1 4-0 9-0-0 4-0-0 8-4-0 4x8= 4x6= Dead Load Defl.=3/16 in 4 5 4.00 ,2 23 4x4 22V 4x6 3 6 7 1.5x4II 2 c! 1 � d I of 25 10 26 9 8 27 e 5x6 11 I 1.5x4 11 3x4= 3x10 11 3x4= 9-M 13-0-0 21-4-0 9-0-0 4-M 8-4-0 Plate Offsets(X,Y)- [2:0-4-5,Edgel,(4:0-5-0,0-2-0],[5:0-3-0,0-2-8),[7:0-7-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) -0.22 10-20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.43 10-20 >590 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.16 10-20 >999 240 Weight:94 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except' NOTES- T2:2x4 SP No.2 BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered WEBS 2x4 SP No.3 for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; SLIDER h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Left 2x6 SP N0.2 2-6-0, (envelope)and C-C Comer(3)-1-4-0 to 3-10-3, Right 2x6 No.2 1-6-0 Exterior(2)3-10-3 to 21-4-0 zone;C-C for members BRACING-- TOP CHORD and forces 8!MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 Structural wood sheathing directly applied or 2-2-0 oc 3)Provide adequate drainage to prevent water purlins. ponding. ROT CHORD Rigid ceiling directly applied or 4 4-15 oc bracing. 4)Plates checked for a plus or minus 0 degree rotation about its center. MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonroncurrent with any other live accordance with Stabilizer Installation guide. loads. 6)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 7 = 940/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1073/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 7)Refer to girder(s)for truss to truss connections. 2 = 89(LC 12) 8)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 345 lb uplift at 7 = 345(LC 9) joint 7 and 460 lb uplift at joint 2. 2 = -460(LC 8) 9)This truss has been designed for a moving Max Grav concentrated load of 200.01b live]crated at all mid 7 = 940(LC 1) panels and at all panel points along the Bottom Chord, 2 = 1073(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-578/20,3-22=-1633/1296, 4-22=-1555/1313,4-5=-1447/1407, 5-23=-1519/1369,6-23=-1609/1357, 6-7=-541/0 BOT CHORD 2-24=-1064/1475,2-25=-1064/1475, 10-25=-1064/1475,10-26=-1064/1481, 9-26=-1064/1481,8-9=-1064/1481, 8-27=-1075/1441,7-27=-107511441 WEBS 4-10=-10/319 - :itlSir ti fi!revgJ+srirafle tip'J 1p0$y+ffj1�}rf�lf6{.'t(Y{(P},t(jM1IY$l!)tk�(xrQ�}.rG�t: 6k.,47(p14.tE13l.Q;L{i rF e.'tllPt�f�lA..11 IY3;Rl9(flje ptir{.Rdd f71EY(I-.Ic,.Ir�r.pEttd$ptFiklIIit ry...P�EL fiYli.t�ti1��J.4tlt -u+iei;!¢vl:x p(sss:lii�kvsehAr7(~tlk+>:d 7 v! s .ga.ep etr t S;ecs;ry p5' vi revEr1lgPflpn e>.nrzykuE Dl ith!:ul x;i lei p Hpnhrp ra ktl Aa vtfivsly;tl7 s E;ardatni f39 I atu ll(i"peN pxn;�p'<,txi€s; uis wlae=n ,�pStflOrt'T.TOinbOI`�:%P..E,; adntstt�s frs lte vGku7 it a:pstr;P:aW trb C.iisetx!'!e'o} erArt ;1 parr;urr atisC�4',.r w 6l�dkd-ep ill"1.iitgivimt!bi Poi 6iirid v114 sv;al is;u9vp Ct ea n+.lilac t§u_twit ra ssce..e At Ys`$6n$3 i ettae}!{wscfRsuu.t d!TlssJx®4ti5aiW}rThEiu1;-+ltsra(wYry4»px6Szi:.Yh!arsskvlt'e}}liiiitth' 45:3, iiflrtvcrta}roN;situ;tPl. v.shseipxo,�lsrdlsisE`tutss syi.tpss,Pec(r{o-zeics'rtskaafvann;riteis.- ._ . 4452 St LUCiP 81vd. r::liUst 3en!§n trai9s tl spes!!wliaS}tildpms p,eL le{islilphylsel^gal k rwe aslsttsrr[ss li�h3aie A" emp,Ynpn (lx:sn i7tlSdat(E4. Poit Pete,RL.34946, Cn'n z1+L,5818-A l.RpotLassrs Amtt 11nmEq IIL P.F,v iodagaaal ibis dammrat,in o8 rm.is fiNtited*iihranhe eeintit eimissitt Vd.44 iael tmssat-AnIScs l.14 ill,tl.E PY 4 Y P -Y1- P t P Y E Job Truss Truss Type Qty ply XCAS6519DS B04 COMMON 4 1 A0187960 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:23 2017 Page 1 ID:91 ftG_OBvLYIH kW NQ51 ANUyE]5q-jzBhdCeEW7NS9RB BAimcO3s2c8Asel1 CY4CiYLzhyoo -1-4-0 6-6-8 11-0-0 15-5 6 21-4-0 1 4-0 6-6-8 4-5-7 4-5 6 5-10-10 4x4= Dead Load Defl.=114 in 5 4.00 12 1.5x4 1.5x4 224 6 23 21 3x4:::� VZ 44 3 7 8 �{ 1.5x4 11 2 - 1 �1�-�yyy' '- ml 2 o a 9 =o 24 9 25 4x6 11 5x8= 4x10 II 11-0-0 214-0 11-0-0 104-0 Plate Offsets(X,Y)— [2:0-4-5,Edge],18:0-7-0 Edge) (9:04-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.47 9-19 >547 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.79 9-19 >326 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.12 9-19 >999 240 Weight:96 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered WEBS 2x4 SP No.3 for this design. OTHERS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) ) Left 2x4 SP No.3 2-0-0, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf,- Right 2x6 SP No.2 1-6-0 h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope)and C-C Exterior(2)-1-4-0 to 3-9-5, TOP CHORD Interior(1)3-9-5 to 11-0-0,Exterior(2)11-0-0 to 16-1-5 Structural wood sheathing directly applied or 2-2-0 oc zone;C-C for members and forces&MWFRS for purlins. reactions shown;Lumber DOL=1.25 plate grip BOT CHORD DOL=1.25 Rigid ceiling directly applied or 2-2-0 oc bracing. 3)Plates checked for a plus or minus 0 degree rotation about its center. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 5)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 8 = 940/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1073/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 6)Refer to girder(s)for truss to truss connections. 2 = 103(LC 12) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 330 lb uplift at 8 = -330(LC 9) joint 8 and 446 lb uplift at joint 2. 2 = -446(LC 8) 8)This truss has been designed for a moving Max Grav concentrated load of 200.OIb live located at all mid 8 = 940(LC 1) panels and at all panel points along the Bottom Chord, 2 = 1073(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-804/0,3-21=-1737/1122, _ 21-22=-1674/1136,4-22=-1634/1137, 4-5=-1384/871,5-6=-1372/892, 6-23=-1600/1127,7-2 3=-1 70111125, 7-8=-851/0 BOT CHORD - 2-24=-989/.1588,9-24=-989/1588, 9-25=-949/1547,8-25=-949/1547 WEBS 5-9=-238/548,6-9=-369/380, 4-9=-407/410 �t�:nt,;Ftr�pait�teiriumt�sturrfsari`:.ftutmaar�si�i�^€+ntsiiii;��t+rc,c_i[re,_d;e[ra,�rs�treFc-L.ar�:,r[,ti:.3 �tiu;od�;, €t.[:sae.€.ritE[SR[1dllPttq[.UCtti,3s[rddux.%o,o[t, We+scth pis[s1'-kt»Kt de lC nis.n€i3 s 5I s c,m sNx t nrtry:Rm t+ t ezet esFTC4nF<t r#f a.Faso erek,cazl x;i ner rafsaQ+.gh,ht W €n'paAbsd dwns,r 95i:n ,ra'tudd sl rtyKwrCa ti rr C[v^4;s&+ etet�.Cbotis 'x+ttei ttle[>•a€ct 3 ha[:t tS l h4.stn lsdL{ AnthCryT 80083 III,RE.- 7 �€ -n € r r�u , :"!�ztn lr,yraetz'ntom jaiie dlt t �y�mFsneF ai�•n �tv.,r�titat� +µ,�u�.� e rsi)a Ssed¢h;§ sa sJ�etiet3 e F rz[i rSa sdr�wsc €�st.y cent ors rr�t as ra[ra;e sn€ Y.9n.sts�.:r r:r, ,d,rc nr�� , 05e tt 60 pFnii:td dsrtC 7?;<etl q[tbxr li eRpn d.Fl.'s€tsss peslpf3 li�3sp nrg tslgri•�i ssJt ;send S,erep,,€r�tt odt z,mudr-9 dalt6(,. '44515 LUaa dIV Feat Piesz,FL,:34946. (ppyrig i0 eilb A I Root T[¢sus-Aotheiy1.iamb III,PE s pioduu an od ibis dommmr.ie anytra,is ptah5ae-Meal dhe Xritden pnmissist dtom A-I pool Tremes-Andhoeylaecha ULU a Job Truss Truss Type Oty ��Job A0187961 XCAS6519DS B05 HALF HIP 1 ference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:muzu s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:24 2017 Page 1 I D:91 ftG_OBvLYIHkW N051 ANUyEl5q-CAk3gYfsHRVJnblOjPIrwGPFXYYSNb2LnkyF5nzhyon 1 4-0 6-7-10 11-2-8 16-3-4 21-4-0 1-4-0 6-7-10 4 6-14 5-0-12 5-0-12 4x4= • 3x4-_ 1��a(i Load Defl.=3/8 in 5 7 4.00 12 3x4 4 �\ 19 �\� 1N3 3x4, 4 W4\�\ 3 \ 1.5x4 11 2 \\\ 1 20 11 21 10 9 22 8. 3x8 I[ 1.5x4 11 4x4= 5x6 3x8= 6-7-10 11-2-8 , 21-4-0 6-7-10 4�-14 10-1-8 Plate Offsets(X Y)- (2.04-5 Edge] l8.0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.47 8-10 >546 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.89 8-10 >285 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.10 10-11 >999 240 Weight:112 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered WEBS 2x4 SP No.3 for this design. OTHERS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) SLIDER Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Left 2x4 SP No.3 2-0-0 h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope)and C-C Comer(3)-14-0 to 4-1-11, TOP CHORD Exterior(2)4-1-11 to 21-24 zone;C-C for members Structural wood sheathing directly applied or 2-8-8 oc and forces St MWFRS for reactions shown;Lumber purlins, except end verticals. DOL=1.25 plate grip DOL=1.25 BOT CHORD 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 4-84 oc bracing. ponding. MiTek recommends that Stabilizers and required 4)Plates checked for a plus or minus 0 degree cross bracing be installed during truss erection,in rotation about its center. accordance with Stabilizer Installation guide. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live REACTIONS. (lb/size) loads. 8 = 934/Mechanical 6)'This truss has been designed for a live load of 2 = 1066/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a Max Horz rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 245(LC 8) bottom chord and any other members. Max Uplift 7)Refer to girder(s)for truss to truss connections. 8 = -391(LC 8) 8)Provide mechanical connection(by others)of truss 2 = -463(LC 8) to bearing plate capable of withstanding 391 lb uplift at Max Grav joint 8 and 463 lb uplift at joint 2. 8 = 934(LC 1) 9)This truss has been designed for a moving 2 = 1066(LC 1) concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, FORCES. (lb) nonconcurrent with any other live loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD LOAD CASE(S) 2-3=-460/0,3-19=-1728/1314, Standard 4-19=1661/1329,4-5=-1341/965, 5-6=-1228/967 BOT CHORD 2-20=-1474/1576,11-20=-1474/1576, 11-21=-1 474/1576,10-21=-1 474/1576, 9-10=-732/865,9-22=-732/865, 8-22=-732/865 WEBS 4-10=-423/577,6-10=-306/498, 6-8=-1090/952 tlay fl ta,tirrxaruata fat lYr AI{CS�StI1T FaE'116YEtd LCCd3E�7tSlbA d'•i,.Et�1;rc9p.:,7CLry{I'hiu,-Yaf+{:3•j,{rarzE^!tseEPftEZ i.,le�,"msrfap sr.o-{"iF{j Hire tl t(I;.Erx LLi.i t.,rnn-s,xufEfirz nt.4rslbts�e E'�•{t:?t 30,tEir kid!tis 9'(ISSS Y19J ttn#t tat 16rNxIII�{ TnS id:ip Yt[d S{r•{ICfil(rlP tl wlftf Sl9{'f1GGrs'y tS Yf#Q!ErS'�fSClrSrflti#tltj f {'tt(Sty;Aq(ph{St tfL`t{loil3Y Sif{1t{tadf r9O tlr N{E lrr r.�tt2E EJ49 6i�i`'sY a1 Et Ythtl�l!. Aaheny j'T&nbolll'19tE•. ytiitdBNr t r.,s>aaln t{a miners 3wrn9c.nr ovE,t{ «aei-..r•J� pEr;Nru fdfs,ls, u{s1.:EaEsdrs(st&x{int ruyr,ntlzrs t pm rti t die �; xr>seoy,srit 1<.ia�r. t-fc;itleE e+ tr .u; z 6008" }I h`Lq rat {{lali[Et Jae,•,r$aEd DP11'1{e{4i(r`kY+JS[f{r 1s.1 SdP Swj rf jruzf.iS Mad IStt51(RI Sk1{+nEi{R.1 tt1lth FG.-0�iE rt!^ii a�ta.i IN M;4't!EtI t. {mii iMY ff EL�ES,.I(SSS CM Rrijk 6{iR SkSJi�+E ,I1_f '4451 St;tGClP.1lIY(S. ' ' �lsiyi tdr flfriiRYiCnj.N{f(tErsv(3gritjrr{S115 AfiIrtL T6I S 795EPf rnj6t5:KJ'kl Y>td[15�pi'-MYTt1:)Stkil tEfl At!H t eng'l,u(a:nf.z;aldi{+a{anti;, fort Pierce,ft,;34.946. fpPY{i4?tun.iDld kl Foil ThiM.-A III L lombd lll FL s-plodu 6n of Ns dowrant,in obit:a;is pinblb"rlod.hool lot aritledpttmitsirt aom A4 Fool TrosseQ-Anrbnsl l:To.h Ill,P,E. Job Truss Truss Type Qly Ply XCAS6519DS B06 HALF HIP 1 1 Job Reference o A0187962 tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:24 2017 Page 1 I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-CAk3gYfsHRVJnblOj PlrwGPDJYbO NhmLnkyF5nzhyon 1 4-0 7-8-5 13-2-8 21-4-0 1-4-0 7-8-5 5-6-3 8-1-8 4x8= 3x4= Dead Load Defl.=34J6 in 5 6 4.00 12 3x4 4 4 I ' 18 W$ 4x4 3 1.5x4 11 2 1 --- 19 20 10 21 9 8 22 Sx6 11 1.5x4 11 3x4= 3x4= 5x6= 7-8-5 13-2-8 21-4-0 7-8-5 5-6-3 8-1-8 Plate Offsets(X,Y)— [2:0-4-5,Edge],[5:0-5-0,0-2-0] [6:Edge,0-1-8] [7:0-3-0 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.26 7-8 >972 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.46 7-8 >558 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.09 8-10 >999 240 Weight:112 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except` T2:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2 4-10=0/280,4-8=-625/723,5-8=-244/525, WEBS 2x4 SP No.3 5-7=-1140/938 OTHERS 2x4 SP No.3 SLIDER NOTES- Left 2x6 SP No.2 2-0-0 1)Unbalanced roof live loads have been considered BRACING- for this design. TOP CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Structural wood sheathing directly applied or 2-2-0 oc Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; purlins, except end verticals. h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BOT CHORD (envelope)and C-C Corner(3)-1-4-0 to 4-4-1, Rigid ceiling directly applied or 4-6-9 oc bracing. Exterior(2)4-4-1 to 21-2-4 zone;C-C for members and WEBS forces&MWFRS for reactions shown;Lumber 1 Row at midpt 5-7 DOL=1.25 plate grip DOL=1.25 MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water cross bracing be installed during truss erection,in ponding. accordance with Stabilizer Installation guide. 4)Plates checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 5)This truss has been designed for a 10.0 psf bottom 7 = 934/Mechanical chord live load nonconcurrent with any other live 2 = 1066/0-8-0 (min.0-1-8) loads. Max Horz 6)'This truss has been designed for a live load of 2 = 282(LC 8) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 7 = -398(LC 8) bottom chord and any other members. 2 = -455(LC 8) 7)Refer to girder(s)for truss to truss connections. Max Grav 8)Provide mechanical connection(by others)of truss 7 = 934(LC 1) to bearing plate capable of withstanding 398 lb uplift at 2 = 1066(LC 1) joint 7 and 455 lb uplift at joint 2. 9)This truss has been designed for a moving FORCES. (lb) concentrated load of 200.01b live located at all mid Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord, when shown. nonconcurrent with any other live loads. TOP CHORD - 2-3=-474/31,3-18=-1713/1272, 4-1 8=-1 640/1283,4-5=-1123/805, LOAD CASE(S) 6-7=-278/282 Standard BOT CHORD 2-19=-1473/1556,2-20=-1473/1556, 10-20=-1473/1556,10-21=-1473/1556, 9-21=-1473/1556,8-9=-1473/1556, 8-22=-839/1023,7-22=-839/1023 WEBS 4-10=0/280,4-8=-625/723,5-8=-244/525, 5-7=-1140/938 i1iR+j rttRe^Yi(d�d!(rririfl 1 i J.1tOS•is''Sd(C-r�r,FpC(?!W 3(U1x":!AS(€Slid,erp'd S'Ui9iWrA'%!IIN6.lnls d!q,! ,.!';!!LidlNi Ur„t R,:ati ek:� .iC,tlrE,ndwt ti)tirl F...q 4^.!:(ptl:f{kPdl±ItlP M,.�:fi:4�!!iSi I�Ig9t(rJ,Edv Ye{;xn�r�isa kr xrdt nr lC sax e.J lers 4!,.:giet s jruird agin !rsasn•1pD,ipn xt a.pa:t re att is snl u;n emr ttst�st iryfi!Mes d�euvi4lixs tajtMa/rl76r h,riW 1!(t ikeN goat rN.tu€q ae.n,!otr=p �.pnthen ..T ,ce.tedP r i.rv.s>ii' 3u,M E.rrnsu� f r10:er:apt vterl�dl,t�r.,t ra nine�d;�xi timn a�:�t�ma itdk:,.e le+. Flu rx ilNt,ad�s 1 ace w/�;id edi<!..t,.rnti!#m9�.th i:;�;id�is:-•sk-k�;ur(�f ,uc�rd Y T omb6:Iti-r::P;E atr Lq i petndaA 4r ex takePSatm .z iud sdm wls tt sd»auntar ti�adt aadsgsnnm•it4p tt�d d_e m Snvakfa:e rtu:dinisr<r ss 8U083 F. ! 7 F _ r ! .Egsaect;rt:ka9Nrrn;<dirz 4451$r, FL34..94aLucie Blvd, i lSidkrofsuSa^w Ygted Clem rSgl�iPgras ed..;tN ss sip hp.,uh3 irr nq e_a7r;of ss!hmFr!nnd kuNe}{.ugttsn d.it-an.5s de`Ualtbl. • - . Cepyrig4!V 2016 Al gees hoses Anl6eryi.lom6e III,P.E;x pioduU eq 0I6ii dntvme L in any(..im isprek:b6ed.•lhec!d6 esm e ngilten prss,oz hem A-I[Doi irasest -Aol6esT I:IocEa III:p.f: Fort Pierc } Job Truss Truss Type Qty Ply XCAS6519DS B07 HALF HIP 1 1 A0187963 Job]Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:B.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:25 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-gMI R2ugV l ldAPIKaH6p4TUyRLyxM623VOOhod Dzhyom 1 4-0 8-9-1 15-2-8 21-4-0 1 4-0 8-9-1 6-5-7 6-1-8 4.00 12 48= 2x4 I I Dead Load Defl.=1/8 in 6 7 3x4 3x4 i::- 5 4 W4 - W3 19 . 4x4 7::� \ 3 1.5x4 II 2 20 21 11 10 9 22 8 46 11 1.5x4 11 4x4= 3x4= 5x6= 8-9-1 15-2-8 21 4-0 8-9-1 6-5-7 6-1-8 Plate Offsets(X Y)- [2:0-3-9 0-1-8] [6:0-5-0 0-2-0] [8:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.21 11-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.35 11-17 >721 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.13 11-17 >999 240 Weight:115 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2*Except* T1:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2 4-11=0/326,4-9=-858/921,6-9=-328/560, WEBS 2x4 SP No.3 6-8=-1015/852 OTHERS 2x4 SP No.3 SLIDER NOTES- Left 2x6 SP No.2 2-0-0 1)Unbalanced roof live loads have been considered BRACING- for this design. TOP CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Structural wood sheathing directly applied or 5-3-1 oc Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; purlins, except end verticals. h=15ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS BOT CHORD (envelope)and C-C Comer(3)-14-0 to 4-6-8, Rigid ceiling directly applied or 4-3-3 oc bracing. Exterior(2)4-6-8 to 21-2-4 zone;C-C for members and WEBS forces&MWFRS for reactions shown;Lumber 1 Row at midpt 6-8 DOL=1.25 plate grip DOL=1.25 MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water cross bracing be installed during truss erection,in ponding. accordance with Stabilizer Installation guide. 4)Plates checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 5)This truss has been designed for a 10.0 psf bottom 8 = 934/Mechanical chord live load nonconcurrent with any other live 2 = 106610-8-0 (min.0-1-8) loads. Max Horz 6)*This truss has been designed for a live load of 2 = 319(LC 8) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = -408(LC 8) bottom chord and any other members. 2 = -446(LC 8) 7)Refer to girder(s)for truss to truss connections. Max Grav 8)Provide mechanical connection(by others)of truss 8 = 934(LC 1) to bearing plate capable of withstanding 408 lb uplift at 2 = 1066(LC 1) joint 8 and 446 lb uplift at joint 2. 9)This truss has been designed for a moving FORCES. (lb) concentrated load of 200.01b live located at all mid Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord, when Shown. nonconcurrent with any other live loads. TOP CHORD 2-3=-541/0,3-19=-1684/1206, 4-19=-1607/1219,4-5=-876/579, LOAD CASE(S) 5-6=-797/597 Standard BOTCHORD 2-20=-1461/1524,2-21=-1461/1524, 11-21=-1461/1524,10-11=-1461/1524, 9-1 0=-1 46111524,9-22=-645/770, 8-22=-645/770 WEBS 4-11=0/326,4-9=-858/921,6-9=-328/560, 6-8=-1015/852 �Aitr'sl flen sr»,rd!nria<dt SI4�.11GSv SEll9'l Etxiti!'EW SiC%Jli�ri;�Icd;7"Q11.tA9?i::OEi'%I'hm;InhhaOeFc i'fn t+dttet N,�R�in!t Ctiu�f.rs.iQ[[nlitf ficq r.acio�;i..lt!nfrt Slreli%hn n�ins da•.t n>"dp4e T0,ttl, -W;ei iFnP"R(k.si.an tetitdEn weJOEbkftS!7 tI.t.nk.r{ier riit,S{efirj a n! �st6 ea etdifDnpnexfat>tepirzfxresvist en(s3ien!p riP S�'C"1la�irLfStlaP CIPSIil131 s eriarda;nrl30 Ir cent Sill,`:teN mt,sgm!;In#gt xs a1}I1(. ,AnthorvY_T Td6%6: 'P.E::: ands Ga affrnS fgiteg tSnx4uh4a.D aGC'i�S CauHt..7ndt lxf q7 tier tx, 1 eF 1„�i C.ma ad6r,r jr,:a1 N1 kn qii Efrtul9muj ieU tet# ,tstaiipi d¢r sh'ut&s<I:4nt Lri�.ILf!S& !ptx.r-I;�!, . 8008" 3e Seai pe aa!(tehCst 30s•IWgC;E P3 tat rra?,is{rv}; fiteSY4 rS:J:'t ifaxzt sel6l'i kit3h Meta S#t iShMn e2lwS Nei; 15 A�si{I;trnd Rfanll9ssthtl ss n�a i�i;!Oava[ry�,n!at n�Y. ia2avmess -.45-1 SC t.IC,E BIYd. rtsiiu d.snd re(rasiH. erlgaariltiririfrms lel,leJ ss3 si}t Fqee i:.F14f D.�n}astpof'rr s.r,._a Sayxu r+ rta be}Ligd adn_.utss l:*.aa1141,. - - e�. Hart f"rc FL 3-94e, .-.. _[nptrigtf�,i0ipht_RotdLetteilu@edyLlnmbe llli F,t:ieprotauie9 of@is document,ja nny"[aa•is prop::6ited:.0heeuhcbtii!¢p pttmizsisr,tSamA;l Rbnl tioaieScAntha Tl.te;"SatIL.P,E Job Truss Truss Type Qty Ply XCAS6519DS B08 HALF HIP 1 1 LbA0187964 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:26 2017 Page 1 ID:91ftG OBvLYIHkWNQ51ANUyElSq-8YspFEh7o2111vvmrgKJ?hUYIMGnrU]eE2RM9gzhyol -1-4-0 9-9-13 17-2-8 21 4-0 1-4-0 9-9-13 7-4-11 4-1-8 4.00 12 5x6= 1.5x4 11 5 6 Dead Load Deft.=1/4 in 5x10 MTWHS� 4 �, W3 18 \b4 w 44 3 1.Sx4 II 2 — 19 20 24 21 10 9 22 25 8 23 = Sxfi 11 1.5x4 11 3x4 3x4= 5x6= 9-9-13 17-2-8 214-0 9-9-13 7-4-11 4-1-8---- Plate Offsets(X,Y)— [2:04-5,Edge],[4:0-5-0,0-3-4],f5:0-4-12,Edge],[7:0-3-0 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.30 10-16 >834 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.54 10-16 >468 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.06 7 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.24 10-16 >999 240 Weight:118 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30*Except* T3:2x4 SP No.2 WEBS BOT CHORD 2x4 SP No.2 4-10=0/366,4-8=-1057/1104, WEBS 2x4 SP No.3 5-8=404/608,5-7=-943/796 OTHERS 2x4 SP No.3 SLIDER NOTES- Left 2x6 SP No.2 2-0-0 1)Unbalanced roof live loads have been considered BRACING- for this design. TOP CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Structural wood sheathing directly applied or 2-2-0 oc Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; purlins, except end verticals. h=15ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BOT CHORD (envelope)and C-C Comer(3)-1-4-0 to 4-8-14, Rigid ceiling directly applied or 3-44 oc bracing. Exterior(2)4-8-14 to 21-2-4 zone;C-C for members WEBS and forces&MWFRS for reactions shown;Lumber 1 Row at midpt 4-8 DOL=1.25 plate grip DOL=1.25 MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water cross bracing be installed during truss erection,in ponding. accordance with Stabilizer Installation guide. 4)All plates are MT20 plates unless otherwise indicated. REACTIONS. (lb/size) 5)Plates checked for a plus or minus 0 degree 7 = 934/Mechanical rotation about its center. 2 = 1066/0-8-0 (min.0-1-8) 6)This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 2 = 358(LC 8) loads. Max Uplift 7)*This truss has been designed for a live load of = 20.0 sf on the bottom chord in all areas where a 7 -419(LC 8) P rectangle 3-6-0 tall b 2-0-0 wide will fit between the 2 — -437(LC 8) g Y Max Grav bottom chord and any other members. 7 = 934(LC 1) 8)Refer to girder(s)for truss to truss connections. 2 = 1066(LC 1) 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 419 lb uplift at FORCES. (lb) joint 7 and 437 lb uplift at joint 2. Max.Comp./Max.Ten.-All forces 250(lb)or less except 10)This truss has been designed for a moving when shown. concentrated load of 200.OIb live located at all mid _ TOP CHORD panels and at all panel points along the Bottom Chord, 2-3=-562/0,3-1 8=-1 62311108, nonconcurrent with any other live loads. 4-1 8=-1 538/1124,4-5=-627/377 BOT CHORD 2-19=-1415/1459,2-20=-1415/1459, LOAD CASE(S) _ 20-24=-1415/1459,21-24=-1415/1459, Standard 10-21=-1415/1459,9-10=-141611450, 9-22=-1416/1450,22-25=-1416/1450, 8-25=-1416/1450 8-23=-440l 52 0, 7-23=-440/520 WEBS 4-10=0/366,4-8=-1057/1104, 8a�sfllts!�fs�daniexlnc 1 t n T1Wv"Sffi!Y`p[}Sirst Ftlu 8(8ksi::�±S(Eli+l!i^OlS.[k�5i 6u Rf`Ixx.Raiv"!d'p��tas¢lmfF tl.,exEti,ttn�of..i.pp[{,ead,a iih r1T.e»'x Q,r 1 nfas S'�27t!Cm nacres w'!!:a¢�!i n�¢'EG,¢fii U`.tl;pf t;f .S.N'It±3'dr to lrRhit»+!1¢r t:tii(f(¢{i¢f SI rC"th' •2vlc'mf e�pnolRartte nux s•JMnCvr'Jateffisi ei.vf�1. es3G±rn'1aa6e 1S»2tF nS�fYJrhp`E ltf¢+Rnt¢%6i Pr£'t!ffs%¢Xf ht�tr{i¢f¢I algrnf"1$:110 NL0 f . . , .-- AjAhcn TaT )••It', .F.Etr.sodttr h to Nvdehe A d $083 Wh ± 4115t w e•BIvi1, -kaaist dv eis*¢(f.M>-7eelvpe¢kndi¢ll.Lfvn snd!d,.;ttl nvJmp�yxsc5�t 6ssaa.!sl,i't<rns tta¢ria d l6ef:p,iufrt al essm¢s tFe dnREl, • FetP erc_,FL:3 94£ (npyngtl LL:2016 Ad taoELavzei-AnShchjl lombn III,P.E.sprodutt,cnct lMs CnmmerlG in tingS,it,is prah:bitrd dheel lheaviikrtpsmiss'ca'tamd-tta¢Ilrni¢ds��An16esY1.1z5o III;PS �Job A0187965 XCAS6519DS B09 HALF HIP Job Truss Truss Type Qty 1 Reference(optional) At Roof Trusses,Fart Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:26 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-8YspFEh7o2111 vvmrgKJ?hUY4MEVrUleE2RM9gzhyol 1-4-0 7-5-9 14-0-15 19-2 8 21 4-0 1 4-0 7-5-9 6-7-6 5-1-9 2-11 4.00 12 4x4= 3x4= Dead Load Defl.=1/4 in 7 8 3x4 • 6 4x4 7 I 1.5x4 0 5 W4 • 4 q WS 4x4 20 j •. 3 2 1: 1.5x4 II 2 1LLI f 21 2226 23 12 11 2427 10 25 9 5x6 11 3x4= 3x4= 3x8 3x6 i i 10-5-2 19-2-8 2111_0 10-5-2 8-9-6 2-1-8—' Plate Offsets(X Y)— [2.0-4-5 Edge] [5.0-2-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.36 12-18 >715 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.56 12-18 >454 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.09 12-18 >999 240 Weight:128 Ib FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered WEBS 2x4 SP No.3 for this design. OTHERS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) SLIDER Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Left 2x6 SP No.2 2-0-0 h=16ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope)and C-C Comer(3)-1-4-0 to 4-11-5, TOP CHORD Exterior(2)4-11-5 to 21-2-4 zone;C-C for members Structural wood sheathing directly applied or 2-2-0 oc and forces 8L MWFRS for reactions shown;Lumber purlins, except end verticals. DOL=1.25 plate grip DOL=1.25 BOT CHORD 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 4-3-11 oc bracing. ponding. MiTek recommends that Stabilizers and required 4)Plates checked for a plus or minus 0 degree cross bracing be installed during truss erection,in rotation about its center. accordance with Stabilizer Installation guide. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live REACTIONS. (lb/size) loads. 9 = 934/Mechanical 6)'This truss has been designed for a live load of 2 = 1066/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a Max Horz rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 397(LC 8) bottom chord and any other members. Max Uplift 7)Refer to girder(s)for truss to truss connections. 9 = -435(LC 8) 8)Provide mechanical connection(by others)of truss 2 = -430(LC 8) to bearing plate capable of withstanding 435 lb uplift at Max Grav joint 9 and 430 lb uplift at joint 2. 9 = 934(LC 1) 9)This truss has been designed for a moving 2 = 1066(LC 1) concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, FORCES. (lb) nonconcurrent with any other live loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD LOAD CASE(S) 2-3=-649/13,3-20=-1726/1267, Standard 4-20='l615/1277,4-5=-1382/939, 5-6=-1311/959,6-7=-337/163, 8-9=-967/793 BOT CHORD 2-21=1664/1576,2-22=-1664/1576, 22-26=-1 664/1576,23-26=-1 664/1576, 12-23=-1664/1576,11-12=-873/897, 11-24=-873/897,24-27=-873/897, 10-27=-873/897 WEBS 4-12=-449/695,6-12=-473/636, 6-10=-893/919,8-10=-774/947 1SiA3j fl11,•w`F'r>)�2((?ftT�t lrr Ygrpsj fg[i1Tpk,Y:172 t}bU$rgcprwssrul>i�lrr�l rFpti rsg�.Mn Sflfr/>ti jrsS:NStsrEtt�,il rs 114r jR.i^ j�r{;iRj�jSl}ijt_n#�I.r rf•i(fllWr!141t 51G C'ESdY 'tC jtl�:C�:4flj '4litk wJ3 jrTt1.D:"-ttMaf%htrpl'031 f3+3)Ir Sfiij7:tr211.1.rtrfli(SLji Nn 1.LS:M6TJ1Npnt 4\MS2,7:,ifrfln Znl TPlfitiiv�xj tir.e.r.as4iigfilMdl yad�i of➢iitl rill jae[ 0.t rip 1( klj�l ikPhi Sva�juzF.,in#q t1R#fk187iI(,!. _.Anth6q T-Tembo llir P.E2: .. .. adt,tuanr lu,+Sa3Enju.s L,j,Gar4G u�C.iis,nx[lij�nnetasfg7 yan io mlz'r1 tNl,��nfa lsdt Cqu �lftt r#ntrtrtlruft�sr uf§fu rd4e fu•6y u�rc}.cbnl,:3ut•nu�l;rq itdLh wr2.Lz(tl - .8�683 .3a lFej ea¢alkesaL i9 Ssriirt ntte r'7 os P#jraeufj.di,esire;tadz,r-ya.Ls:'l la§am,tSNji�isstf msf:rne ntzfr„lfnrein�Snfue Ti!S�anpist �c sf:j Esies>'iFer s1 sgny Jrar." [ax..-nt-n5kadaerx;nlisl 44515 �ue.e,31vt1. ;' .=;k<ryltpt ntg4?ar ,73ftPg fjtFq.Lagrt E�jT'3t1 !f!.'tel ns itnj�&jae�rj�l fgrnij.etigi err#:sshn r=ve dmMtrq t„rz{sn ttf:f•cs�rtts�h:lattkL. = :Fort P erce;FL 34946 fapyttg l4:[u18A1Reerlissul,AnihnsYl.loaha lll,P.t:hpiduLtien cll6is daitimnt,in any tam,isprahib¢ed lhaeu6iviltenPnmis;ia4ltsmA1601 11mif-Ail4 asrl teehalll;P,E Job Truss Truss Type Qty Ply XCAS6519DS B10 JACK—CLOSED 2 1 A0187966 ` Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:27 2017 Page 1 ID:91ftG OBvLYIHkWNQ51ANUyEl5q-cIQBTahlZMtue3UyPXrYyvlkYlaRa3EoT?Avi6zhyok r1-4-0 9-0-3 14-9-10 21-4-0 14-0 9-0-3 5-9-7 6-0-6 4.00 12 7 Dead Load Defl.=5416 in 3x4 I 3x4 6 19 5 1.5x4\\ 4 wa 3x4::-� W3 3 18 2 1.5x4 II 1 2Ri \ 20 24 21 109 22 25 23 26 8 4x6= 5x6= 3x8 11 3x4= 11-5-14 21-4-0 11-5-14 9-10-2 Plate Offsets(X,Y)— [2:0-4-5,Edge),[8:0-3-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.54 8-10 >469 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.86 8-10 >297 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.11 10-16 >999 240 Weight:109 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2`Except` WEBS B1:2x4 SP M 30 4-10=-473/443,6-10=-292/739, WEBS 2x4 SP No.3 6-8=-1035/795 OTHERS 2x4 SP No.3 SLIDER NOTES- Left 2x4 SP No.3 1-6-0 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BRACING- Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf; TOP CHORD h=14ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Structural wood sheathing directly applied or 3-0-7 oc (envelope)and C-C Exterior(2)-1-4-0 to 4-4-12, purlins, except end verticals. Interior(1)4-4-12 to 21-24 zone;C-C for members and BOT CHORD forces&MWFRS for reactions shown;Lumber Rigid ceiling directly applied or 7-1-7 oc bracing. DOL=1.25 plate grip DOL=1.25 WEBS 2)Plates checked for a plus or minus 0 degree 1 Row at midpt 6-8 rotation about its center. MiTek recommends that Stabilizers and required 3)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 4)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 2 = 1066/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = 934/Mechanical bottom chord and any other members,with BCDL= Max Hom 10.Opsf. 2 = 430(LC 8) 5)Refer to girder(s)for truss to truss connections. Max Uplift 6)Provide mechanical connection(by others)of truss 2 = -412(LC 8) to bearing plate capable of withstanding 412 lb uplift at 8 = -444(LC 12) joint 2 and 444 lb uplift at joint 8. Max Grav 7)This truss has been designed for a moving 2 = 1066(LC 1) concentrated load of 200.OIb live located at all mid 8 = 934(LC 1) panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-3=-664/0,3-18=-1643/629, 4-1 8=-1 555/643,4-1 9=-1 317/511, 5-19=-1209/524,5-6=-1200/527 BOT CHORD 2-20=-1005/1475,20-24=-1005/1475, 21-24=-1005/1475,10-21=-1005/1475, 9-10=-621/813,9-22=-621/813, 22-25=-621/813,23-25=-621/813, 23-26=-621/813,8-26=-621/813 WEBS 4-10=-473/443,6-10=-292/739, aaaq fle n.mfz.lF,s�im@c l--;j.Iims i}ll'C}f.%Q11-: itbY7.'nitiHdrnli:[11A:L.wil,lia'inlr("a1—i"'st<!idomar:,,¢ss C;, rnerltrr;W'400 ?I:ti:L;r,.h'rsa:iiarC,Edue ne.P'rttE.sato s'•.1.is TZ"d U rl:rme.k'rlYs,s,Ft >&t tu7V ats nr+it ar s r it,:ei¢t¢e,N•?7rR� strdnsaplG3nprs rt a.<pr:f t rJ sssisl?fi ny spaaiN`:}li+Ar s ro!txssgAl ns it;i'ulafie F30 I rota lf7l.;Eeq�.as ;rar la?es =-.+ss,s=;Iaji t! o r) zee rtir hre Sail s r i ogee etrt Gatelsv�usto p ur ae �a a.x rr ie l:d ; nl r n,irUri ew to ,d to.a,t: n s\ulu eak ea&wh a,d Anthen y T.T P E: 8 00 03" : ', aar».i >{° 7(te>it£t i5Y!SE1e•204fa1^g Qi M/n3.3iwridiElt i<C[n2GrlaH S C5 N^a`roN tsSl`�kLsk!{ li.0 Et lds!h� l,.�y.'1LdCf rl af3S.51S IY.tiE '-.4t66Sf1!S tifRl f5 S 2_IMPS rY RrCy3 �-�,sk fiK;+mlrss - 451:S:Lucie Blvd. ;kts.siukudm uratFtl tpul qa t'nr!}sGra�s LeL2et es stysEy�arx 31J 4e t>•x p�srasxar ss svt arfie dmt be}l,:reida ul rc mii t±°eJn UFi.. Foit Plesc,FL,;34446.: Copyrigl.i 0 20I8Al Foa?Leises Aaldty i.lnmta III;P.F.x predua en of fdis dvaamt,in anp{i.,is ptuA.6ned:a6eel tfe ntil!en petmnsaa?iom d=1 tool Isassar-Aol6c..y 1.1eM5a III;P.E Job Truss Truss Type Qty Ply XCAS6519DS B10A JACK-CLOSED 1 1 A0187967 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:27 2017 Page 1 I D:91 ftG_OBvLYIHkW NQ51 ANUyE15q-cIQBTahIZMtue3UyPXrYYvl ijIZ8a4poTiiAvi6zhyok r1-4-q 8-2-4 15-6-13 20-2-4 21-4 p r-4-0 8-2-4 7-4-9 4-7-7 1-1-1 . 4.00 F12 4x6= I Dead Load Defl.=9116 in 7 8 3x4 7:-� 3x4 6= 6 5 ;I 1.5x4\\ \ ! l 4 \W3 ( W5 3x4� `\ W4 t 3 20 2 1.5x4 II 2 \( 1 _—......_...... 21 12 12P 2327 24 25 28 .10 926 3x4= 5x10 MT20HSI1 4x6 I I 3x4= 3x4= 10-11-6 20-2-4 �1 4 Q 10-11-6 9-2-141 1-12 Plate Offsets(X,Y)— [2:0-4-5,Edge],[8:Edge,0-2-0] [9:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.49 10-12 >521 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.04 10-12 >244 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.29 10-12 >891 240 Weight:118 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30*Except* WEBS B2:2x4 SP No.2 4-12=498/477,6-12=-3461786, WEBS 2x4 SP No.3`Except* 6-1 0=-1 0 151636,7-10=-87/499 W5:2x4 SP No.2 OTHERS 2x4 SP No.3 NOTES- SLIDER 1)Unbalanced roof live loads have been considered Left 2x4 SP No.3 1-6-0 for this design. BRACING- 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) TOP CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; Structural wood sheathing directly applied or 4-11-8 oc h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS purlins, except end verticals. (envelope)and C-C Exterior(2)-1-4-0 to 4-4-12, BOT CHORD Interior(1)4-4-12 to 21-24 zone;C-C for members and Rigid ceiling directly applied or 2-2-0 oc bracing. forces&MWFRS for reactions shown;Lumber WEBS DOL=1.25 plate grip DOL=1.25 1 Row at midpt 6-10 3)Provide adequate drainage to prevent water MiTek recommends that Stabilizers and required ponding. cross bracing be installed during truss erection,in 4)All plates are MT20 plates unless otherwise accordance with Stabilizer Installation guide. indicated. 5)Plates checked for a plus or minus 0 degree REACTIONS. (lb/size) rotation about its center. 9 = 934/Mechanical 6)This truss has been designed for a 10.0 psf bottom 2 = 1066/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live Max Harz loads. 2 = 412(LC 8) 7)'This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 9 = -435(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 418(LC 8) bottom chord and any other members,with BCDL= Max Grav I O.Opsf. 9 = 934(LC 1) 8)Refer to girder(s)for truss to truss connections. 2 = 1066(LC 1) 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 435 lb uplift at FORCES. (lb) joint 9 and 418 lb uplift at joint 2. Max.Comp./Max.Ten.-All forces 250(lb)or less except 10)This truss has been designed for a moving when shown. concentrated load of 200.01b live located at all mid TOP CHORD panels and at all panel points along the Bottom Chord, 2-3=-697/0,3-20=-1720/681, nonconcurrent with any other live loads. 4-20=-1640/702,4-5=-1360/514, 5-6=4210/525,8-9=-508/212 BOT CHORD LOAD CASE(S) 2-21=-988/1556,21-22=-988/1556, Standard 12-22=-988/1556,11-12=440/716, 11-23=440/716,23-27=-440/716, 24-27=-4401716,24-25=-440/716, 25-28=440/716,10-28=-440/716 WEBS 4-12=-498/477,6-12=-346/786, €a'�flent�t»dllsrurRt 7i�II�S3"S47'�E%diltW.YttIShcTwxi(illk"Yl!a'IS.Uh EU 81'Ma.fnithsne ,dnzs�tietF data RiFrtss(^:�pr rppt[€;afGeiiln gf?taie i€,r.t ltrEsse SssdN#re rit 4:e si3srs,;e s. ln2e RtatlY u+:d;ttecla pSstia:iPast3hi to l�f4stn_d rrY aaapxEapxen.r„SpecEgf iasg ss zer tar.IQkr{yresaa"etauprtut ht sFet tssaYtgi etAey:t:psas3+'.rylm 4t ss'rdry yicgisl rs ri*roianr fiD WI,nt III t.,.te mip as sarm heq'Vns ;iny; kllbli:T:TOn?b01I,-RE:; : i+rdu t exe.SYJEnln�rer sfrrr;r4dt t n.4ssersia`n•eli3rfxM!Fep 7an;uYx m L�3(,>etrfp ladk.dy*;i xdeNl McYt�titlaLL Intai8ef! tdk t enx:apeffia7.sexae9ds,sdka 'uGt bt'yx..Cs.d Y tis b�76S3 Rrl a sat•a9Retisat lam alat4t,t'SartmpA.r;ts eLrads s!G!t«St tasrwsfdl t'Gdi"jtespatl WiI hat S::/at{etc t+d ke R pa»driln.r laas.t4 s{eipat at zal iAei d net mess t fr.W [rit-¢i'rt'S 4ar�hten nibs f S)SiY t'#i'}3{Yt!(ra6a11'IGp Ef lrrit5`i rl tY;.;tt1$fl5lrt tt]nt;1;K�S{YWfiS�ISI;<rr ri5'nF fCi[Pd }.nep,(Ifpd ia!'t n.wi:li lnlYFl:, - aast;st tacteBlyi. -�- - Fgrt'Rerc FL„3494t. -- t9PYngev'.i+JJBAIFoelLezzes;ArtlAeryl.Idm6alll,F,EttpmduaioaoUhisdnzntosrthinonrj.ec,IspraAbitr�l it6eejjfieaTineepelmi;secEiiemA-1lcolLuz;ts;Anl6e�yl.lac5a111:P.E Job Truss Truss Type Qty ply XCAS6519DS B11 MONOPITCH 9 1 A0187968 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:28 2017 Page 1 ID:91ftG OBvLYIHkWNQ51ANUyE[5q-4x_ZgwiNKg?IGC39yFMn56azF9?rJWKxiMwTEYzhyoj r1-4-q 7-5-13 14-1-2 20-9-12 1-4-0 7-5-13 6-7-5 6-8-10 4.00 12 6 Dead Load Defl.=118 in I 5x8 18 5 1.5x4 Q 3x4 4 W3 3 17 2 1.5x4 11 1 2 22 19 9 208 23 24 21 7 3x4=3x4= 5x6= 3x6 11 L 10-5-6 20-9-12 10-5-6 104-6 Plate Offsets(X,Y)— [2:0-4-5,Edge1,[5:0-3-12,0-3-01,17:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.52 7-9 >478 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.92 7-9 >270 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.07 7-9 >999 240 Weight:107 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30`Except' WEBS B1:2x4 SP M 31 4-9=-416/416,5-9=-199/676, WEBS 2x4 SP No.3 5-7=-1060/744 OTHERS 2x4 SP No.3 SLIDER NOTES- Left 2x4 SP No.3 1-6-0 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BRACING- Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf: TOP CHORD h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18:MWFRS Structural wood sheathing directly applied or 4-94 oc (envelope)and C-C Exterior(2)-14-0 to 4-4-6, purlins, except end verticals. Interior(1)4-4-6 to 20-8-0 zone;C-C for members and BOT CHORD forces$MWFRS for reactions shown;Lumber Rigid ceiling directly applied or 7-9-7 oc bracing. DOL=1.25 plate grip DOL=1.25 WEBS 2)Plates checked for a plus or minus 0 degree 1 Row at midpt 5-7 rotation about its center. MiTek recommends that Stabilizers and required 3)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 4)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 2 = 1043/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 7 = 910/0-5-8 (min.0-1-8) bottom chord and any other members,with BCDL= Max Horz 10.0psf. 2 = 421(LC 8) 5)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 404 lb uplift at 2 = -404(LC 8) joint 2 and 433 lb uplift at joint 7. 7 = 433(LC 12) 6)This truss has been designed for a moving Max Grav concentrated load of 200.01b live located at all mid 2 = 1043(LC 1) panels and at all panel points along the Bottom Chord, 7 = 910(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard - TOP CHORD 2-3=-660/0,3-17=-1672/637, 4-17=-1595/656,4-5=-1333/474, 6-7=-197/258 BOT CHORD 2-22=-978/1513,19-22=-978/1513, 9-19=-978/1513,9-20=-613/878, 8-20=-613/878,8-23=-613/878, 23-24=-613/878,21-24=-613/878, 7-21=-613/878 WEBS 4-9=-416/416,5-9=-199/676, ua.;.3 FlsL mm�ur ttie Re lllfl-➢cSS3 Y 3��i711 r;IN56�}07k:ti[JSip.Nl'W{3 UV`i,(LeWSI-Ian in3lk Hyv sue N it e I s isy 9rt ur�P',eilNe hti ji i.t N,t_th a�5kntei ewv C.1 �n;ise sfi C r@V I/ A lstceaQ,lln sMlkssetfar4e� It ril3A lr Usrs[iyue[2 SremtrlGp to sx! ,ry iP9RpruxReicrr�'aeAeeri+-.-ieil p;mai;npsitt:nl..5e/wgad,'ce sn;N Lr il^ta1 6_IDE di'fir iFlt,.rnei� ssip�,WYsr h saipi!.AI: pd[f1Cf1 T.Tom O rnrdo- z,rl,irt nNur cinrircec tenssklA e Iruriaair�so�a,d�Ln mnrc;m¢( rnsl.exirnps >Knl r.pm�lm'6 mn a ;fi�ldnsdn I soa,crt�up,i j,,i,w.etisers;ddrse rnnj�, y b,III,P_E. nef+3 Pu as(�ia lAMess aisR10 I rzGusil !d -dHxlal'af sedLh;rlhrsL,lltSO1V64er1r' fSAeniln Ibs.,Yd !v. 1&Ie�ixsnlnsn;l�sWEisdml5pr:w;iiiiiCa h llrssYmlJnn,ukn'. ,_�i � r. p r 'p r iF� ,t. r, 0083 4451:St.L Lude Lude Blvd. �neni: tr„xn4i«n�rn� rgi,.pnn�si J.L12e in s�rurgiztrn[rn r,usro<iipxr uti n<nsz[qnw s rs,u�:.Sn«rnrtra ssals I rnl. � FgrY.Pixcz,fLA494ii -Capniydl 9 iQl6 A,1 A:atlmtsxs)slh9ay i f mSe.l[,P.E;Re sdon.x sl t6is dorunem.in ony form rs psohiEhzd xnhan f5e ahinrg pesmnneaha©A;I i.at fmsus;,Ai(hony LT`Sh0 ill,p.f.' Job Truss Truss Type Qty PIY XCAS6519DS B12 HALF HIP 1 1 A0187969 Job Reference(optional) All Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:28 2017 Page 1 ID:91ftG_OBvLYIHkWNQ51ANUyEl5q-4x ZgwiNKg?IGC39yFMn56auQ9xfJOCxiMwTEYzhyoj 1-1-4-0 6-1 9-1 13-9-5 , 19-M 20-9-12, 1� 6-10-12 6-10-10 5-2-11 '1-9-12' 4.00 12 4x4= 3x4= Dead Load Detl.=1/4 in 7 8Tq 3x4 3x4 6 5 4 4x4 1 20 3 2 1.5x4 11 2 1 22 12 11 23 10 24 9 3x4= 3x4= 3x8=3x6 11 Sx6 11 10-0-0 19-0-0 20-9-121 10-0-0 9-0-1 1-9-12 Plate Offsets(X,Y)— [2:0-4-5,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.33 10-12 >749 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.59 10-12 >418 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.1010-12 >999 240 Weight:126 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1 Wind:ASCE 7-10;Vult=170mph 3-second gust WEBS 2x4 SP No.3 ) ( ) OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; SLIDER h=16ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Left 2x6 SP No.2 2-0-0 (envelope)and C-C Comer(3)-1-4-0 to 4-11-1, BRACING- Exterior(2)4-11-1 to 20-8-0 zone;C-C for members TOP CHORD and forces&MWFRS for reactions shown;Lumber Structural wood sheathing directly applied or 2-2-0 oc DOL=1.25 plate grip DOL=1.25 purlins, except end verticals. 2)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 4-5-8 oc bracing. 3)Plates checked for a plus or minus 0 degree rotation about its center. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation quide. loads. 5)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 9 = 910/0-5-8 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1043/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 6)Provide mechanical connection(by others)of truss 2 = 393(LC 8) to bearing plate capable of withstanding 426 lb uplift at Max Uplift joint 9 and 420 lb uplift at joint 2. 9 = -426(LC 8) 7)This truss has been designed for a moving 2 = 420(LC 8) concentrated load of 200.0Ib live located at all mid Max Grav panels and at all panel points along the Bottom Chord, 9 = 910(LC 1) nonconcurrent with any other live loads. 2 = 1043(LC 1) FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-620/36,3-20=-1701/1258, 4-20==1601/1273,4-5=-1352/908, 5-6=-1212/919,6-7=-300/126, 8-9=-964/763 BOTCHORD 2-21=-1665/1556,2-22=-1665/1556, 12-22=-1665/1556,11-12=-857/873, 11-23=-857/873,10-23=-857/873 WEBS 4-12=-440/698,6-12=-437/620, 6-10=-896/929,8-10=-750/946 yp,iy Fias_mnnurr¢u ne.iria,riesis i��3ulrtuse.o€nn;ps[riTru,"tQ?uj:iriga;u�utari�nirrer�sry�:an,rqKl,¢.,,r;;rar:jr,��?a�nn+;<autesx,rl.p=l�rj;r u�;t¢�ti+h�eagtn_u,,,�„:<ca fn�thn.,Ei� :, Y¢TsicvaarAmsskilkeseth•'ta'CC n!¢rdt ls¢im,o z{ga nr�si:,o-r[ip �n v�,r�lns rrzum.e�nr.,dnt rn.,.s n1,t,:rr.,t,sal:gMuiu,tl cngl Tress ts+a,+¢tn mct 11 annu;rs;�a,1�u,�n,.l ,r.,rn to �ssnr .Anthony T.Tbr 6a mj P.E. nt and ,rx,.ylsl'*ii U nr wittde,C ak C-6ieRhln tyEu n:E:Irs3C a. $e d Idr If_141;t IMlxlk it nee!ni1R1 rt ir'dd4 lC0 Z ;fiiU dI1 T AtrngNz Tq t r df Gs¢erli et:f*d'f rz r >,a�d, =SUG83 ' 6e1+71crCsryzr¢s(.dntr 41(eges A$�lfiu dtz/rtGtti itlpe�sdtul<C:r6 pmenSdrilde {lunrla i4.Tirm uTu Jln f.?S4 nd,p,it•1r41t�imRiesjnr:'nhLi r,efiiiR.I ssC„nxgisC«b, ern3 ins u�m :r:odecigg51;St.Lui:Ie:61vd, rtim!n�nh d!eledixliFE°.P 1¢fiIir7rNx gr,IM,_T!¢T tsRruGar,itsE(tt r11 ri.yUi,lrxf rl frMUNps:e(a .s110l..ill¢rpdtil•n �r¢sezunTnl.. Pert '74odb A ,:.,Pierce,EL (upj7rghl�plb AEI RgolTms4z;r.Anih�Tnyl T m,e.Il,P.fy Rsrrndoaimtif this dntomdol,in any form,ispo6tgzrrrilhaott6e�nmen pnraissicn frgro R�1 R.ot tmsuC-Ai@Cny T T:c5tl Jf P.E: Job Truss Truss Type Qty ply ' XCAS6519DS B13 HALF HIP 1 1 LbA0187970 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:29 2017 Page 1 ID:91ftG_OBvLYIHkWNQ51ANUyEl5q-Y7YytFI?5z7cuMeLWytOdK6lsZ172sX4xOfom zhyoi 1 4-0 9 6-13 17-0-0 20-9-12 1-4-0 9-6-13 7-5-2 3-9-12 4.00 12 4x8= 1.5x4 11 6 7 Dead Load Defl.=3(16 in 5x10 MT20HS-- 4 5 IV 19 4x4 I% 3 1.5x4 11 2 1 \-4 20 21 11 10 22 9 23 Id 8 6x6 11 1.5x4 11 3x4= 3x4= 5x6= 9-6-13 17-0-0 20-9-12 9-6-13 7-5-2 3-9-12 Plate Offsets(X,Y)— [2:0-1-12,0-0-81,[5:0-2-0,Edge],[5:0-0-0,0-1-121,[6:0-5-0 0-2-01 [8:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.28 11-17 >895 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.48 11-17 >516 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.20 11-17 >999 240 Weight:116 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2`Except* T1:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2 4-11=0/359,4-9=-1062/1100, WEBS 2x4 SP No.3 6-9=-380/595,6-8=-927/784 OTHERS 2x4 SP No.3 SLIDER NOTES- Left 2x6 SP No.2 2-3-15 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BRACING- Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; TOP CHORD h=15ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Structural wood sheathing directly applied, except end (envelope)and C-C Comer(3)-1-4-0 to 4-8-10, verticals. Exterior(2)4-8-10 to 20-8-0 zone;C-C for members BOT CHORD and forces&MWFRS for reactions shown;Lumber Rigid ceiling directly applied or 3-10-4 oc bracing. DOL=1.25 plate grip DOL=1.25 WEBS 2)Provide adequate drainage to prevent water 1 Row at midpt 4-9 ponding. MiTek recommends that Stabilizers and required 3)All plates are MT20 plates unless otherwise cross bracing be installed during truss erection,in indicated. accordance with Stabilizer Installation guide. 4)Plates checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 5)This truss has been designed for a 10.0 psf bottom 8 = 910/0-5-8 (min.0-1-8) chord live load nonconcurrent with any other live 2 = 1043/0-8-0 (min.0-1-8) loads. Max Horz 6)`This truss has been designed for a live load of 2 = 354(LC 8) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = -410 LC 8 bottom chord and any other members. 2 = -428(LC 8) 7)Provide mechanical connection(by others)of truss Max Grav to bearing plate capable of withstanding 410 lb uplift at 8 = 910 LC 1 joint 8 and 428 lb uplift at joint 2. 2 = 1043(LC 1) 8)This truss has been designed for a moving concentrated load of 200.01b live located at all mid FORCES. (lb) panels and at all panel points along the Bottom Chord, Max.Comp./Max.Ten.-All forces 250(lb)or less except nonconcurrent with any other live loads. when shown. TOP CHORD 2-3=-1599/1080,3-19=-1523/1089, LOAD CASE(S) 4-19=-1509/1104,4-5=-591/317, Standard 5-6=-582/341 BOT CHORD 2-20=-1398/1432,2-21=-1398/1432, 11-21=-139811432,10-11=-1398/1432, 10-22=-1398/1432,9-22=-1398/1432, 9-23=-411/484,8-23=-411/484 WEBS 4-11=0/359,4-9=-1 06211100, 6-9=-380/595,6-8=-927/784 xueiy-FleuM1usutlrnhe ha alt(!- 1633 SIrf'y1631iritU56UAdIV:iS(OiiCLjtIIs"3.U[Cn,FOstt lt'.lxn inEtt¢tre:�nsnii¢i sne�s fnss tes ^�nq(I@:,eNdet 6mjrT sne l'trkeoZf#ei0elre �Irss iSn.iu radnne[CV,nij„ Gdskevvt rids zU Sou atar'1c-CDuae rdl ds�i s Csrz Fiarua(t3i tra[ean jn s�sa7.@Csq euen nr?:,smn Trd isedngm iy esgca..diax.2 4s• dni;!aykU tr^U�n:ICP jsu aifF1..P^.keTS Gs K.an-,I:dir,e t^uss,sdSaSi!nr Anthcn�T:Tombb:III;RE: 1 aedCv xsawr tIN T n,r u.*ICrdmC Se Gees Al sine qi5 sne Sall^ICer one n tdfiR;nr?!(d nsl sli:t y a!ntrril ra rrniddis ICU Iwy find dla a s ed.atyk¢eTrzg ta a hshf 6nMA�sy SxSS Y reese7dtd y uuasyu;�e[a�p mgesi K& tma�TRG lam �F#[aFTopuvtiF crmpFmr�s:[nrmnaseFvii� rrarxdrEr tFii snriey n�rpdfkrd�rssfis:,;bse;�.<unti�s:uana",eal, 8ukie 4 ` ' mninuneaTsracoin"��arir.ace.nkir�rsi"rrP,;tkrra,orp[sr�ipctnfwaop"u�irximsssna[q�;ax�truu"rr.�iirFrrcd,rai»�;pr'iiq�rd:mi 451StLuoe-Blvd. �- �- - � fort'Pierce,fL:3494fi GpyiiSfii sD.1[Ilbdd iautLnssei-)loitinnyi i.m,..l(,P.P;Re,rodonix ilt6is ducomenCin uriy}nrn,is prohiliiedrrufoatt6eniinen peimissieafrara Aa iiotfipiu4=Athaoyi:T:caill,P.F: rob TrussFHALF QtyPIYA0187971 CAS6519DS us P 1 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:29 2017 Page 1 ID:91ftG OBvLYIHkWNQ51ANUyEl5q-Y7YytFj?5z7cuMeLWytOdK66oZKk2s84xOfOm—zhyoi 1 4-0 8-0-1 15-0-0 20-9-12 1 4-0 8-6-1 6-5-15 5-9-12 4.00 12 4x8= 2x4 11 Dead Load Defl.=1/8 in 6 7 3x4 3x4 5 4 W4 • 19 IV 4x4 3 1.5x4 II 2 1 20 21 11 10 9 22 8 4x6 II 1.5x4 11 4x4= 3x4= 5x6= 8-6-1 15-0-0 20-9-12 8-6-1 6-5-15 5-9-12 Plate Offsets(X Y)— [2:0-3-9 0-1-8] [6:0-5-0 0-2-0] [8:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.19 11-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.32 11-17 >786 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.11 11-17 >999 240 Weight:113 Ib FT=O% LUMBER- TOP CHORD 2x4 SP No.2`Except' T1:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2 4-11=0/323,4-9=-851/917,6-9=-318/548, WEBS 2x4 SP No.3 6-8=-983/827 OTHERS 2x4 SP No.3 SLIDER NOTES- Left 2x6 SP No.2 2-0-0 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BRACING- Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; TOP CHORD h=15ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Structural wood sheathing directly applied or 5-4-3 oc (envelope)and C-C Comer(3)-1-4-0 to 4-6-4, purlins, except end verticals. Exterior(2)4-6-4 to 20-8-0 zone;C-C for members and BOT CHORD forces&MWFRS for reactions shown;Lumber Rigid ceiling directly applied or4-4-15 oc bracing. DOL=1.25 plate grip DOL=1.25 WEBS 2)Provide adequate drainage to prevent water 1 Row at midpt 6-8 ponding. MiTek recommends that Stabilizers and required 3)Plates checked for a plus or minus 0 degree cross bracing be installed during truss erection,in rotation about its center. accordance with Stabilizer Installation uide. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live REACTIONS. (lb/size) loads. 8 = 910/0-5-8 (min.0-1-8) 5)'This truss has been designed for a live load of 2 = 1043/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a Max Horz rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 316(LC 8) bottom chord and any other members. Max Uplift 6)Provide mechanical connection(by others)of truss 8 = -398(LC 8) to bearing plate capable of withstanding 398 lb uplift at 2 = 437(LC 8) joint 8 and 437 lb uplift at joint 2. Max Grav 7)This truss has been designed for a moving 8 = 910(LC 1) concentrated load of 200.01b live located at all mid 2 = 1043(LC 1) panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-3=-528/14,3-19=-1638/1175, 4-19=-1564/1188,4-5=-834/544, 5-6=-756/563 BOT CHORD 2-20=-1430/1483,2-21=-1430/1483, 11-21=-1430/1483,10-11=-1430/1483, 9-1 0=-1 430/1483,9-22=-613(730, 8-22=-613/730 WEBS 4-11=01323,4-9=-851/917,6-9=-318/548, 6-8=-983/827 vntur flx+°Rtmsl¢reicer ht lllC`71CSS3 Y3�nEC3.ttIUlSL:J%CT�lS(7SSCY-Ufidj,U.Lal(rwuGl'laa'ira[h S Fa am tditl subsShssle 1 Ana[�P7,rtH tlt dth rT bs4Fr,r b'e t5lnttefre _.Lrlest rxiiu sal G RC.etlj iLL•ttz to tClrs t�llkt if r'1'CO ii 1<ttii ltitnsi OUgs hpa (2.;5itmM bS }ttes�ig,ua[T6"rq rsuhm�n[tizt it htftit to+I nq Itt..s7ov.ut is ktu d;s tir!@! iryM.3xtrz�el[ Fnini_Tu ee li pia;ixtry L�ec tsq ;.pntheny T.Tornbo EEI,RF: xi isrdbi titx pylslL#SISUet[xsr..iCj it laC ,$S C'tnnf'Il ind tgrLnp flfa3C 3M�n8.e tut fdhflM.&4( Ila•bxlk lfsf td¢I IrL r,[nil$h1 NU ut myfi�JxtdtltT.t ttt'`,i jt+F ls),51 [.5 h1AG 71 e[�sSdY Ts nJ nuni� -SUd83 ' Oe1e3/gG rgxrst4diL tl(eq f A:eq IC 1!trrrtCixs Ir td sdiv lSP rb p etlStet idt ha{F1S01��'lill R'MSkl rile<nt fSfl nat+%i.r 1FIIt�ixs@t iei! §ilts nitseneth 1 s Chen,:ieitCe.}tIy-_,urx[Sm 4mhdn;;ukss 4451:$t LUCKS}IVd, _ � nntiu;it�flninnt�ipaaor_.a.�lE>xinL?�;1 td,lnSe to so�s,p b3airuc to s:u6[oln�a)i s<rni�.rM�i�t ,a,uu�righ[�Qi+,ir;ut(ie�tt(rctnl:. -- - Fort�e[_e;PL;34�4b � -(ep""pig6i lD.'2016A19 olfmssai-.AcihnayTi eIIG P,E;Re�iaduai�dl t6lsdammnot in ouq(orin,;r piphiEhzd a3hoot tEemmsnpei�ssicotrewRlA alftuigs?d*ihoayCT:mho NCP.E; Job Truss Truss Type Qty ply XCAS6519DS B15 HALF HIP GIRDER 1 A0187972 ' 3=Reference Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:30 2017 Page 1 ID:glftG OBvLYIHkWNQ51ANUyEl5q-OK6K5bkdsHFSVWDX4gOFAXfFJzgInN5E9gPZIRzhyoh 1 3-0 3-4-0 4-4-0 7-4-1 9-1-11 13 0-0 16-10-14 20-9-12 1 4-0 3 4-0 1-0-0 3-0-1 1-9-10 3-10-5 3-10-14 3-10-14 5xB= 1.514 I I 3x6= Dead Load DeFl.=�/8 in 7 8 9 4.00 rl2 3x4 l 2x4 6 . 5 O 25 Ci 2x4 / /. VV 2.....W3 NE 4 i \ 24 3 _._...._�..._...__8 2x4 2 i W1. 14 13 11 10 0 ._131 29 30 31 12 32 33 3 6 ? - == 4x6= ..., `4x12 17 27 15 3x4= 4x4= 2x4 11 3: 4 4-0, 9-1-11 13-0-0 16-10-14 20-9-12 3-4_0 1-0-0' 4-9-11 3-10-5 3-10-14 3-10-14 Plate Offsets(X,Y)— f2:0-1-15,0-0-151,[4:0-10-8,Edge] 16:0-1-12,0-1-81,[7:0-5-0 0-2-81 [14:0-3-0 0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.33 14-23 >756 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.92 14-23 >268 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.58 Horz(TL) 0.48 17 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.57 14-23 >436 240 Weight:476 lb FT=0 LUMBER- TOP CHORD 2x6 SP 240OF 2.0E*Except` 10)Provide mechanical connection(by others)of truss BOT CHORD 2xx 6 SP No.2*Except* 3-15=-4321797,6-14=-2358/4294, T 2x4 SP N WEBS to bearing plate capable of withstanding 1583 lb uplift E B2:2x6 SP 240OF 2.0E 6-13=-5311/3004,7-13=-1804/3285, at joint 2 and 1876 lb uplift at joint 17.11)This truss has be WEBS 2x4 SP No.3*Except been designed for a moving 7-11=-2685/1550,8-11=-1012/580, concentrated load of en de live located at all mid W8,W1:2x6 SP No.2 9-11=-2505/4546,5-14=-3603/2071 panels and at all panel points along the Bottom Chord, OTHERS 2x6 SP 2400E 2.0E`Except* nonconcurrent with any other live loads. 05 2x4 SP 40O NOTES- 12)Hanger(s)or other connection device(s)shall be LBR SCAB 2-5 2x6 SP 2400E 2.0E one side (0 131"truss it be connected together with 10d provided sufficient to support concentrated loads 485 BRACING- Top chords nails as follows: lb down and 328 lb up at 17-0-12,and 486 lb down TOP CHORD Top chords connected x follows:2x6- -rows and 284 lb up at 18-9-12 on top chord,and 1280 lb Structural wood sheathing directly applied or 6-0-0 oc staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. dawn and 758 lb up at 7-1-9,553 lb down and 313 lb pudins, except end verticals. Bottom chords connected as follows:2x6-2 rows up at 9-0-12,553 lb down and 53 l lb up at 1 313 1, ROT CHORD staggered a ted oc. and 535 lb down and 331 lb up at 13-0-12,and 535 lb Rigid ceiling directly applied or 6-0-0 oc bracing. Webs connected o follows: oc-2 rows staggered at down and 331 lb up at 15-0-12 on bottom chord. The JOINTS 0-9-0 oc,2x4-1 row at 0-9-0 oc. design/selection of such connection device(s)is the 1 Brace at Jt(s):14 2)All loads are considered equally applied to all plies, responsibility of others. except if noted as front(F)or back(B)face in the REACTIONS. (lb/size) LOAD CASE(S)section.Ply to ply connections have 2 = 2878/0-8-0 (min.0-1-8) been provided to distribute only loads noted as(F)or 17 = 3483/0-5-8 (min.0-1-8) (B),unless otherwise indicated. LOAD CASE(S) Max Harz 3)Attached 7-0-0 scab 2 to 5,back face(s)2x6 SP Standard 2 = 314(LC 4) 240OF 2.0E with 2 row(s)of USP WS6 screws spaced 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max Uplift 9"o.c.except:starting at 1-9-12 from end at joint 2, Plate Increase=1.25 2 = -1583(LC 4) nail 2 row(s)at 4"o.c.for 3-10-11. Uniform Loads(plf) 17 = -1876(LC 4) 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vert:1-7=-70,7-9=-70,15-18=-20,10-21=-20 Max Grav Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; Concentrated Loads(lb) Vert:14=-553(B)13=-535(B)8=485(B)26=486(B) 2 = 2878(LC 1) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 17 = 3483(LC 1) (envelope);cantilever left and right exposed;Lumber 30=-1280(B)31=-553(B)32=-535(B) DOL=1.25 plate grip DOL=1.25 FORCES. (lb) 5)Provide adequate drainage to prevent water Max.Comp./Max.Ten.-All forces 250(lb)or less except ponding. when shown. 6)Plates checked for a plus or minus 0 degree TOP CHORD rotation about its center. 3-24=-1045/353,3-4=-794/254, 7)This truss has been designed for a 10.0 psf bottom 5-25=-1334717394,5-6=-10960/6041, chord live load nonconcurrent with any other live 6-7=-5733/3146,7-8=-3492/1918, loads. 8-26=-3492/1918,9-26=-3492/1918, 8)*This truss has been designed for a live load of 10-17=-3483/1876,9-10=-3418/1878 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2-27=-592/887,4-29=-7528/13281, bottom chord and any other members. 4-30=-7519/13298,14-30=-7519/13296, 9)Bearing at joint(s)17 considers parallel to grain 14-31=-5735/10194,13-31=-5735/10194, value using ANSI/TPI 1 angle to grain formula. 12-13=-3103/5545,12-32=-3103/5545, Building designer should verify capacity of bearing 11-32=-3103/5545 surface, WEBS 3-15=-432/797,6-14=-2358/4294, Au:q flm.2m}1l,t it i lEkxlltRii,S4tk%1"uEifilslr'4N St067f 5T(jltM€7.[YL3A9Si�6s"Ml'rcra.rfil�l,tjt rcv<t'!naF'stednch,t:R„n!tfi!p m.�(ltC;rnl1➢Stb sr(.`w:n lE.r„Ieneet Slrns`�rart nt.hts uwss;n s.-tat.;[�,¢h #r;e➢.tw. tl�s F-knelt qe iC naf dr T s_p gn 11 e,.ltsxty r,h ! nrriGl,fyts ,y'➢u➢ ¢➢is➢hs ssl usi „r rps2i.ry(il In trs ell.sazl➢1 ni lswt3P t null.uk nnixatiaG ltsl¢s+es,t+hiiek .Anthony T.TomI5611"P.E.. sRltl�'nnr tnr Sadlyt➢�tl ri;�sr ➢tCsc➢,snzxr nl yte'eroer tAr3 r1;u5( tis7:7„2t lr,aiq ladblag•el ai rll lxe;il,ddge l ➢xx n�'glr dei4t rt' 4irxG�mteaif lMpsQbtisalil tx wr.k3i w �f$ ' 2etdAq m, ➢n!r¢#it itmst¢tx®@i5¢fAirnJ[¢1mli s+t¢:.teVn�t Sa➢yMunAHLrSrp44s>?•it 3S,t set! =d(r bsln t,19 l�nn3stk� F!lydlA:stmrt ss ,sur,tpisreczhyui!¢i6rsYaAnfis,n4is 44515 BLucie Blvd. .!1#Iitk 4rStlrt«!!➢EYPl5r 59Kltiirti ip!^+ #ih[d.:;Elin ti}irjr_1;K�3fkfnr ftlllt Cr 355,ffAtt•inftdS➢#},l..':ttjn ad ,If Ult E.➢AIFlJ... FL:3-4.946, Cepprigtt k.i0lbAl Fanllrnssri-Ml6rnyl.lo!n6alUi P.E;4prodnUen of ihisdnm:n,r,4ln unyt.,,rsp➢o6.hned',t6ee)ihebrinert pttmaseitiom A-1 faoltresits-.Anl6e}Iae::Sa IU,PE - y Job Truss Truss Type Qty �7Job A0187973 XCAS6519DS B16 JACK-CLOSED 1 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:30 2017 Page 1 ID:91ftG_OBvLYIHkWNQ51ANUyEl5q-OK6KSbkdsHFSVWDX4gOFAXfFgzh3nNkE9gPZIRzhyoh -1-4-0 6-9-2 13-0-0 1 4-0 6-9-2 6-2-14 5 4.00 12 3x4 0 4Ci W4 M 0 0 1714 W3 n 3x4--- pjT-�13x4= 3 2 9 16 i 1.5x4 II ! � 1 2 •t i 18 7 19 6 3x6 11 1.5x4 11 3x4= 6-9-2 13-0-0 6-9-2 6-2-14 Plate Offsets(X Y)- [2:0-3-9 0-0-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.13 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.19 6-7 >822 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) -0.03 16 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.04 7-14 >999 240 Weight:69 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; OTHERS 2x4 SP No.3 h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS SLIDER Left 2x4 SP No.3 1-6-0 (envelope)and C-C Comer(3)-1-4-0 to 3-10-2, BRACING- Exterior(2)3-10-2 to 12-6-12 zone;C-C for members TOP CHORD and forces&MWFRS for reactions shown;Lumber Structural wood sheathing directly applied or 5-9-11 oc D Plates plate grip a plus 25 purlins, except end verticals. rotation Plates checked for a plus or minus 0 degree BOT CHORD rotation about its center. R 3)This truss has been designed for a 10.0 psf bottom Rigid ceiling directly applied or 6-0-12 oc bracing. chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection,in 4)'This truss has been designed for a live load of accordance with Stabilizer Installation guide. 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS. (lb/size) bottom chord and any other members. 2 = 698/0-8-0 (min.0-1-8) 5)Refer to girder(s)for truss to truss connections. 16 = 526/Mechanical 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 295 lb uplift at 2 = 270(LC 8) joint 2 and 254 lb uplift at joint 16. Max Uplift 7)This truss has been designed for a moving 2 = -295(LC 8) concentrated load of 200.0Ib live located at all mid 16 = -254(LC 12) panels and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 2 = 698(LC 1) 16 = 526(LC 1) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-343/13,3-17=-855/591, 4-17�746/601,6-9=-334/427, 5-9=-334/427 BOT CHORD 2-18=-859/780,7-18=-859/780, 7-19=-859/780,6-19=-859/780 WEBS 4-7=0/304,4-6=-779/867 R:nsr flm fro.�rtniea¢e$Ir�it73v(SEDY}6.KDtl':ftN e(696775(eSl si"€S DlsDR9gi L'1`Al'hm„$nir,tiu$�$ttcf'sisai56Et::f..u�„S�ss[i.ge r•u$SiCf;n$�:Si1s1 7:.f..is G1t t.rf6.f Sdtfi Fil6ie nr_.,.f,s r::.ie�:tni•ID,¢ir U;IIif66f.k$LrS:!§':ttASld(n tf li`bNN-Xt''+t}kr t5 v6f�t:6$5 9i ltGENl i4jit e;l Xt$fi PripN¢I�n ,6f gif$IF:i hi FEh4:u551 x$I tli6g nr6i!$kn In rN SMF>t51%$161153f}SL!{G.dt$}g$r to lti 1..beNSmn,zat�m„b q Mm.M'fV : AnthoOT TOni!5611r,P:@; ;�1�edr;t5r $E6opLYi£7lsmir�.r qu`�c.it ¢ctren 5o�w of fi>y«hit em{]dpa:it C+e vtcirE.$G��m5s.l6dt ri,u �x$rxyj'tsd�'hel oaf qnn t(�f fss af+i+y sr+7ms.m$k=�¢�,Bata X4�rtir„� ,6± - &G083 ' ?t lr:Np gr !(¢n6 r$tex66 s.1:tnhe r56f(46p-ei f$,1, sslrse tv'Jc,G-in CSde's btzm StDL'$tRs+ik} IufSEJ¢f 56Y.¢[>drn$n�al Ilse 3l �65`tY leipx ro,Gssrlfn sttxi styes;6,rraa Gf:n rirf.E¢¢t'16nkx+E laH,k61e56 4451.St'Luce Blvd, :' ,x:6iiu&me$ttt,551tlapfdge6he(SpEifC$r)fssE66H,`hi ssl,sy,Fa$mr__uN3$3e tnFiry:pst}i'r,Mi•.n:nhatfs f.6t¢7 bate$,.,v¢$MsfYe56np7+. drolrNs. Fort Pierce,FL.34946 CripgngEl1L,iDJ¢A1RpefL¢ssti-MtSgEy l;lam6e 1116p.E Rapiodagian oflhis doromem,iq oApT�r SsPmfii6i}ed ithnallfiepr7peprrmisiia6hnm A-li nllrusa(s:;Amde}',1aesAo 111:P.E Job Truss Truss Type Qty ply XCAS6519DS B17 Jack-Closed 3 1 LbA0187974 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:31 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 AN UyEl5q-U WgilxkFdbNJ7gokeNwUiICVpN3dWtINOK87rtzhyog 1 4-0 3 4-0 4 4-0 9-2-11 13-0-0 1 4-0 3 4-0 1-0-0 4-10-11 3-9-5 7 I Dead Load Dell._0/8 in 4.00 12 2x4 I 6 I = 20 0 2 to 4x4 5x6 II I 1 3 4 5 I i 2x4= 2 0 1 23 24 5x6= �o 4x4= 21 22 9 3x8 II 3x4= 3x3 11 3-4-0 4-4-0, 13-0-0 3 4-0 1-0-0' 8-8-0 Plate Offsets(X,Y)— [2:0-24 0-2-4],[2:0-2-7,Edge],[4:0-3-0,0-1-12] [5:0-2-8 Edge] [8:0-3-0 0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.25 8-19 >607 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.63 8-19 >244 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.19 8 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-MS Wind(LL) 0.28 8-19 >549 240 Weight:73 lb FT=0 LUMBER- TOP CHORD 2x6 SP 240OF 2.0E NOTES- BOT CHORD 2x4 SP M 31'Except` B2:2x4 SP M 30 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; OTHERS 2x4 SP No.3 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS SLIDER (envelope)and C-C Exterior(2)-1-3-8 to 1-9-5, Left 2x6 SP No.2 2-1-10 Interior(1)1-9-5 to 12-10-4 zone;cantilever left and BRACING- right exposed;C-C for members and forces&MWFRS TOP CHORD for reactions shown;Lumber DOL=1.25 plate grip Structural wood sheathing directly applied or 6-0-0 oc DOL=1.25 purlins, except end verticals. 2)Plates checked for a plus or minus 0 degree BOT CHORD rotation about its center. Rigid ceiling directly applied or 10-0-0 oc bracing. 3)This truss has been designed for a 10.0 psf bottom Except: chord live load nonconcurrent with any other live 8-0-0 oc bracing:5-8 loads. 4)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 8 = 555/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 688/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 5)Refer to girder(s)for truss to truss connections. 2 = 305(LC 8) 6)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 311 lb uplift at 8 = -311(LC 12) joint 8 and 342 lb uplift at joint 2. 2 = -342(LC 8) 7)This truss has been designed for a moving Max Grav concentrated load of 200.01b live located at all mid 8 = 555(LC 1) panels and at all panel points along the Bottom Chord, 2 = 688(LC 1) nonconcurrent with any other live loads. FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-3=-709/385,3-4=-380/21, 5-20=-938/637,6-20=-846/650 BOT CHORD 2-21=-214/278,2-22=-214/278, 9-22=-214/278,4-9=-122/345, 5-23=-1388/1698,5-24=-882/1000, 8-24=-882/1000 WEBS 6-8=-1085/979 E¢s;PknL ra.^J.nekx WA-1 c6alctmAitoruxS h..it'd;hi_t¢re'asssErnf:I.,¢ec,..rsn�rp e;+iCE•¢dM1t.�nurt`sriatl;d,.le4�st SirnE:nnz.i>:',uu''i.r.;uCdaCs'C:,Lrij tl:aa:u.Js,S tJatn+dt,dr lCshx a�L i s,ai fS irs. a rx; �s�a,as ipD -->'t tadrt.out ¢sort •r..>:Atry to LN to CMi;s;M7;s apatsmr ti6¢I¢tt 1Pt LrieNrs�.t ,h�>.s; aaet<sslaimn - -- - i A.E t E hfia ssd ¢pn udrxr F ??3 9 'i" P - szisedtur fu LiE¢}tt :t.-u,,,stl ue.C.eVfsa�tr Ss�;d¢naE t;75;pn'e riix 1 If:;4.�1".w0.1edb3;'et sad Ni.r UPirtl tliPda;!iiH.t lk :6 issul;dr#aa Mom S4e.�.tieY:6 Mn,xxvii:h st At7d3QnYf 8U()$3:IPF.E.- . ' ?IcOxr ra+• !L¢4u4r 9xrsssJeae(s Poet rr rrvcres¢tend s+rPt 4f+kz.(s &x'1 Mr>;crt niRPP}Iissadt l sS L ,ofz;tu3(u r:ry.J efl ln,..sksespss,sl:.,TtaudlGesikcf,s ,:�..-1,,sC•,. ra�u¢t`rt sY,y+i±,rx;sde's5 ggSIS,Lucre Blvd. r ri�fse 3r:rd Ht(sRed aF rdq¢¢•:i:}lieCrs�sns(.td:iLei ess Ea9P filer sic W3.t.W,,iulf KPr ss f7ta irnia d¢k tep.{„¢r1 !..,ms.i.RdpllEl Fart Pierce,EL 34946, ripyrig��1QI8A1RnefLessei.Ael.csyl,tos6nIII,P.E.S.pmEutnonofl]isdamsnfrinany{.aa.ispJa4.bdtd.nheelihcerittt�petm2ischemA-ifoolisci{$:Arii4a.},7.1e5oIII;P.E - Job Truss Truss Type Qty Ply XCAS6519DS B18 Half Hip 1 1 A0187975 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.cem Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:31 2017 Page 1 ID:91 ftG_0 BvLYI HkW NQ51 ANUyEISq-U WgilxkFdbNJ7gokeNwUiICUEN.j WuXNOK87rtzhyog 1 4-0 8-5-15 11-0-0 13-0-0 1 4-0 3 4-0 1-0-0 4-1-15 2-6-1 . 5x8= 1.5x4 11 Dead Load DeFl.=5/16 in 6 7 4.00 12 2x4 I 5 0 19 2 0 5x6 11 3 " o 3 4EB v 18 1-1 [ 2x4= 2 9 21 22 23 5x6-- I? 1 3x4= 4x4= r 20 10 4x6= 2x4 11 3 4-0 , 11-0-0 13-0-0 3 4-0 1-0-0 6-8-0 1 2-0-0 Plate Offsets(X Y)— [2:0-3-7 0-0-11] [3:0-3-0 0-1-121 [4:0-1-12 Edge] [6:0-5-0 0-2-8] [8:0-3-0 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.17 9-17 >901 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.50 9-17 >306 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.21 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.30 9-17 >515 240 Weight:72 lb FT=0% LUMBER- TOP CHORD 2x6 SP 2400F 2.0E`Except` NOTES- T2:2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf-, WEBS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 BRACING- (envelope)and C-C Exterior(2)-1-3-8 to 2-0-1, TOP CHORD Interior(1)2-0-1 to 11-0-0,Exterior(2)11-0-0 to Structural wood sheathing directly applied or 6-0-0 oc 12-10-4 zone;cantilever left and right exposed;C-C , except end verticals. for members and forces$MWFRS for reactions purfinsBOT CHORD shown;Lumber DOL=1.25 plate grip DOL=1.25 Rigid ceiling directly applied or 10-0-0 oc bracing. 2)Provide adequate drainage to prevent water Except: ponding. Exce xce oc bracing:4-9 3)Plates checked for a plus or minus 0 degree rotation about its center. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation auide. loads. 5)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 8 = 573/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 670/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 6)Refer to girder(s)for truss to truss connections. 2 = 273(LC 8) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 305 Ib uplift at 8 = -305(LC 8) joint 8 and 344 lb uplift at joint 2. 2 = -344(LC 8) 8)This truss has been designed for a moving Max Grav concentrated load of 200.01b live located at all mid 8 = 573(LC 1) panels and at all panel points along the Bottom Chord, 2 = 670(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-18==425/48,3-18=-369/52, 4-19=-1186/940,5-19=-1141/951, 5-6=-454/320 BOT CHORD 2-20=-234/287,10-20=-234/287, 3-10=-32/264,4-21=-1413/1627, 4-22=-1158/1247,9-22=-1158/1247, 9-23=-336/388,8-23=-336/388 WEBS 6-9=-481/728,6-8=-681/582, 5-9=-1038/981 - dart Flese pan-..I+re}rc@<#Ir�111Ai&'i a}I1M!&F®al?EW&COt3rJay(�Itq"irfl3f,[li3t«i...El'XS'.leratnl1t c;;ct»Nesetics£-} eRt nssC:p*a ag i[i,ti!§r isMglexlP;rStrsts Aena!tlse se Cie sfi•+,n'^idnrte'LO,tes( u 9et':twJe;l.[s;li"ae ntfEuatl[nd§a.re531tl sed7aC{b y_e�jtcdry iert pet 3eEneq.iWepn fxx;etra PexPets eml?m, .,r:ta i+! ;a dr Ns d6e sirjH/ne p2 dmmtfi6trt; st tr}L:iiiN;rss,xna =U ;nuS[s uldi:l! .A th,ny T.To^fbQ tl"; P.E.-re dtbsl W Wf'4km tas..G�hI uwt strted+w of t=^lerfieILI DPW[,`,.+U�tad Intl k-u.;a zd Rf r (patd dl.a att rats Its dk r --ztryss�a;da et4til CMaala:e�sltat fx uIIWI;! '8L+Q83 xvk"8; rn fkeb'u+e tdut slxln@dP3 Rt4t(fk:I54af;ids9ls}RI�'EStr-jA£ES e�ldar.�t(t4rpt4skdt7 e:d Sl.Aaerde tndkt; Igr!u t.Clb s#;iesp dRt dtai:ilde[ssws,�Sr,itynMs(s ts;ua rst'rtsYad ct+ex teit 4451 SL;LUCIe Blvd. '' ,a3n:rse d<.rrseltiiCeiWl aiseal pat q_ ¢+rC;t�ss+et+td9e1 sc En�[SrM<d tl 3c tit r;esitar atrts.rsi.a.e,�t esd ,lc 6t;;k„rE(A nd;!•�trich°:elalr4ls._ FOit`P.,(C ft:34946 ._.P)T'9 �lF;etlltaitei-AalSesr l.lom5d II1,P.E iapmduaiep ofUds dommer.4 inungF m,uprad3ited �6en�lde aartnto ptrmgs iotiom A-t foolhutsts-Amfiasr l.lox_:3g111;P.E Job Truss Truss Type Qty Ply XCAS6519DS B19 Half Hip 1 1 A0187976 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:32 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-ziD4WHIuOuVAIgNwBSRj Fykf8mGQFLxXd_ugNJzhyof 1 4-0 3-4-0 4 4-0 9-0-0 13-0-0 1 4-0 3 4-0 1-0-0 4-8-0 4-0-0 5x8= 1.5x4 11 Dead Load Defl.=318 in 5 18 6 4.01) 12 ni , w1 5x6 11 `f N 3 4 1 \Ci \ti,i o 17 c�2x4= 2 20 21 8 22 7 19 ql 1 3x6- 1.5x4 11 5x6 _ e e - e 19 9 4x6= 2x4 I I 3-4-0 4-4-0 9-0-0 13-0-0 3-4-0 1-0-0 4-8-0 4-0-0 Plate Offsets(X,Y)- [2:0-3-15,0-0-71,[3:0-3-0,0-1-121,[4:0-1-0 Edge) [5:0-5-0 0-2-8) [7:0-3-0 0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0. Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.20 8-16 >784 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.57 8-16 >272 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.23 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.37 8-16 >414 240 Weight:65 lb FT=0% LUMBER- TOP CHORD 2x6 SP 2400F 2.OE*Except` 2)Wind:ASCE 7-10;Vult=170h(3- d t T2:2x4 SP No.2 mp secon gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)-1-3-8 to 2-0-1, BRACING- Interior(1)2-0-1 to 9-0-0,Exterior(2)9-0-0 to 12-10-4 TOP CHORD zone;cantilever left and right exposed;C-C for Structural wood sheathing directly applied or 6-0-0 oc members and forces 8t MWFRS for reactions shown; purlins, except end verticals. Lumber DOL=1.25 plate grip DOL=1.25 BOT CHORD 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 6-1-7 oc bracing. ponding. 4)Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be installed during truss erection,in 5)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 6)'This truss has been designed for a live load of 7 = 573/Mechanical 20.Opsf on the bottom chord in all areas where a 2 = 670/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 232(LC 8) 7)Refer to girder(s)for truss to truss connections. Max Uplift 8)Provide mechanical connection(by others)of truss 7 = -293(LC 8) to bearing plate capable of withstanding 293 lb uplift at 2 = -356(LC 8) joint 7 and 356 lb uplift at joint 2. Max Grav 9)This truss has been designed for a moving 7 = 573(LC 1) concentrated load of 200.OIb live located at all mid 2 = 670(LC 1) panels and at all panel points along the Bottom Chord, FORCES- (lb) nonconcurrent with any other live loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-17=-425/126,3-17=-369/129, 4-5=-8951740 BOT CHORD _ 2-19=-250/282,9-19=-250/282, 3-9=-34/264,4-20=-1507/1589, 4-21=-853/871,8-21=-853/871, 8-22=-857/885,7-22=-857/885 WEBS 5-8=-53/355,5-7=-991/954 NOTES- 1)Unbalanced roof live loads have been considered for this design. �tsi;g.fllRt:axsxir(lMrlktj TJ lrUS$3y S'S69'p tiX82rTEd4 E'6%3 a$ldictdrY'LCpS'tF.A:%r.6u'%rhm.,rtlilphi.r -t!tiii<f lHt'(.es ltltRSf C'f;n zesr;f16C;49t dt map i,..e.Sa47;r..114:ti,l S.rfn.fvtm'Vkmfirt„t .tall iE,01 d'tC;tp to rdYe:1sJ dt»Kra to lC b3pta6d T t evpt repot S t:.prctlq min t„tt 3r#tt tvriGP tp srrr a�pt�lt h Trl l.:nti tyro Irntptaa+l7jit.Er tttiaa$rxtaglii nt eyi0rlcalit r7p tl tse Ifl l_:'aft fan axp5a;._la#q vcxeS.iay}ft( . gtke a4nr 1ae:.ralEa)t�tp.,icuglen t�C.eUs vaxt Ki ry.9a tvttrtugl }v,uhv 1dN�„�ICm rzl dG:e p•d pr ind r>,epjirt{vitul�ai u�ult,etf 3t xt.�t�+tpssxi t mtepe,a+IrhtM as7 a fuCt N_uta F;h$ C+ny 7 tNtfi rorlboLi,P.Er 1!r&`:Cti t 9lrlthekt IiXF 9tAq Ell SQ(Nr al3f tN r-.:FSl SdrtM tia.t,r')aE$iS ltaam lr6('.Iif#+j( tat$SPt letKl234tltf R^d 1.Rd bht53!IK fI R tltnttrtNr SS S f rhil rrt Er _wrR ska�-+n,miss ,Lude . :'• d r+` r $ �.?�. a .€ lx 4451 St.!arse 83yd. g.n*fstk tsre(�M,rretlq b+n4y l+tFrmf rd!.'pei st 7ts}+hi r-s Ir"Jl4t teF g tsiatx xt ss ttn�piiittdmd.l ep,l,iv�fu¢eit aw!?sdnif64 �' - Fait Pierce,FL;,3s,946; .Copyrig I rL uld Al Retnr¢rie5.AnlEasq f.ItaEn III,P,L upradnman e11Eii dc[amert In 6npT tx,6 prhE.Eded.•IEcet the aripep pttmtstkc dtem A+t Ioa1 ileSsrscAc@6gyi,ieeb'e III;p.E Job Truss Truss Type Qty PIY 2 XCAS6519DS B21G HALF HIP GIRDER 1 A0187977 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:33 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 ANUyElSq-RvnSjdmW9Cd 1 My6loyyoAHg7Ael—IQgredDvmzhyoe 1-4-0 34-0 4 4-0 7-0-0 13-0-0 14-0 3-4-0 2-8-0 6-0-0 5x8= 3x3 11 Dead Load Defl.=114 in ' 1 1 6 4.00 F12 1 6x6 11 1 m 3 4 Ll B3 0 0 9 2x4= 2 19 20 8 21 22 23 7 0 1 4x8= 4x8= 3x8II 5x6 e t& 18 9 6• 2x4 I I 3x4= 3-0-0 7-0-0 13-0-0 3-4-0 1-0-0 2-8-0 6-0-0 Plate Offsets(X,Y)— [3:0-3-0,0-2-12),[4:0-1-6,Edge),[5:0-5-0 0-2-8),[8:0-5-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.12 15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.33 4-15 >462 240 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.15 7 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MS Wind(LL) 0.21 4-15 >729 240 Weight:157 lb FT=0% LUMBER- TOP CHORD 2x6 SP 2400F 2.0E`Except* NOTES- T2:2x4 SP No.2 12)Hanger(s)or other connection device(s)shall be BOT CHORD 2x4 SP No.2`Except' 1)2-ply truss to be connected together with 10d provided sufficient to support concentrated load(s)161 B2:2x6 SP No.2,B3:2x8 SP No.2 (0.131"xY)nails as follows: lb down and 189 lb up at 7-0-0,and 90 lb down and WEBS 2x4 SP No.3 Top chords connected as follows:2x6-2 rows 116 lb up at 9-0-12,and 90 lb down and 116 lb up at OTHERS 2x4 SP No.3 staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. 11-0-12 on top chord,and 630 lb down and 428 lb up BRACING- Bottom chords connected as follows:2x4-1 row at at 7-0-0,and 145 lb down and 82 lb up at 9-0-12,and TOP CHORD 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x8-2 145 lb down and 82 lb up at 11-0-12 on bottom chord. SttStructural wood sheathing directly applied or 6-0-0 oc rows staggered at 0-9-0 oc. The design/selection of such connection device(s)is u St r except end verticals. Webs connected as follows:2x4-1 row at 0-9-0 oc. the responsibility of others. BOT CHORD 2)All loads are considered equally applied to all plies, Rigid ceiling directly applied or 10-0-0 oc bracing. except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have LOAD CASE(S) REACTIONS. (lb/size) been provided to distribute only loads noted as(F)or Standard 7 = 1300/Mechanical (B)a unless otherwise indicated. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2 = 1076/0-8-0 (min.0-1-8) 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) Plate Increase=1.25 Max Horz Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; Uniform Loads(plf) 2 = 190(LC 4) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Vert:1-5=-70,5-6=-70,9-11=-20,4-7=-20 Max Uplift (envelope);Lumber DOL=1.25 plate grip DOL=1.25 Concentrated Loads(lb) 7 = -736(LC 4) 4)Provide adequate drainage to prevent water Vert:8=-630(F)5=-75(F)16=-70(F)17=-70(F) 2 = -626(LC 4) ponding. 21=-145(F)23=-145(F) Max Grav 5)Plates checked for a plus or minus 0 degree 7 = 1300(LC 1) rotation about its center. 2 = 1076(LC 1) 6)Concentrated loads from layout are not present in Load Case(s):#101 1st Moving Load;#201 2nd FORCES. (lb) Moving Load;#301 3rd Moving Load;#401 4th Max.Comp./Max.Ten.-All forces 250(lb)or less except Moving Load;#501 Sth Moving Load;#601 6th when shown. Moving Load;#701 7th Moving Load;#801 8th TOP CHORD Moving Load;#901 9th Moving Load;#1001 10th 2-3=-1219/591,4-5=-3688/2115, Moving Load;#1101 11th Moving Load;#1201 12th 5-16=-379/234,16-17=-379/234, Moving Load;#1301 13th Moving Load. 6-17=-379/234,6-7=-290/215 7)This truss has been designed for a 10.0 psf bottom BOT CHORD chord live load nonconcurrent with any other live 2-18=-574/957,9-18=-574/957, loads. 4-19=-2509/4261,4-20=-2107/3604, 8)'This truss has been designed for a live load of 8-20=-2107/3604,8-21=-2175/3742, 20.Opsf on the bottom chord in all areas where a 21-22=-2175/3742,22-23=-2175/3742, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 7-23=-2175/3742 bottom chord and any other members. WEBS 9)Refer to girder(s)for truss to truss connections. 5-8=-581/1159,5-7=-3435/1983 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 736 lb uplift at joint 7 and 626 lb uplift at joint 2. 11)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. sue. a±xs o r re.11r no stu•; ts��p s-a( R}%%itlC`ERu tlCt3�wi5[±�1 d"Y5*plSu p-i[rsffil'hm_tn3r.!up a aaFreRtds ep ass Cip:mr 1[{;N3t ittigl ±ia la,r.lertksi dpifiars I�t ctSn;a�lp?'[,al: 4,akixrs4e ptYet stf Sl�s�t Cut[-43c ra:d 71(•+,t;asn:epae se,.peca;t(rgix t.et:,p osplGPnptne t st±plGa ha YPh :ul uy=ttl7rc:pa+t3il:Sfu htNsiyadC:etrlltl n.isputelui&e t90 fr m.ltll liNrs ss ice`;IaipR#ns,±skE��t!'. .�t�011:T.TOR)bO�III:P:E; ?driedtL( to r;i!up Ct�r p utist: tr.t.C+ei,ianta ma3el erase r�tup'yna.utu,m tid L..L,3iafa I d£e n.p of sd FII rugp+tatlstu I,D si u(5ett td3t .s,wtars;,&ap sn ap0..R?btm i-'d.af4di bt vu.der a! Y It taarp p+•sa9(adrtte it,usss9 tdeC IStu hap saes etp:<k s4R<tril�6spxtf.nta�a±e tRP tlistilt �n±i/ae id±;e±dht sN^ala.�a R4 3roaes;ts ra iaua Resr4 t�i±i�'Gr(ss es erin)i Uscea& 80063 • p, rwi¢l;a skPAamrx,:ilesC dasi s turP i3lvd, :lmiRYluds tte*try aged qec 4,at'opM1t4peAs d±tl;'tll ass3esy+G7 YuR54tt p,apt±r( s±rariea dm4 tng C7paa:! as t.h lntpl4. - °� - _— fork Pierce,PL 3 9Q Copyrigd ii�1uIbAl EcotLottr`s-Ar,IhgiYl.lo.tp lll,P1 xproEatfea of Ibis dntomcrt.many"(tm,6prah:6,trd.ibeellhertittiaptimicsiydhem A-1 iool itess�s:Ag1tr:Y1aaw5o 114:P.E Job Truss Truss Type Qty ply XCAS6519DS B2s COMMON 1 1 A0187978 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:33 2017 Page 1 ID:91 ftG_OBvLYI HkWNQ51 ANUyElSq-RvnSjdmW9Cd 1 My6loyyoAHIHAf?_q FgredDvmzhyoe 1-4-0 5-2-4 8-9-0 12-3-12 17-6-0 1 4-0 5-2-4 3-6-12 3-6-12 5-2-4 4x4= Dead Load Defl.=1/8 in 4 4.00 F12 1.5x4 1.5x4 - 3 5 15 16 3x4 6 1.5x4 II 2 2 7 1 W jo l.? ,o 17 8 18 19 96x8 11 5x8= 3x6 11 8-9-0 17-6-0 8-9-0 8-9-0 Plate Offsets(X,Y)— p:04-5,Edge),[8:0-4-0,0-3-01,[9:0-4-14,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.31 8-9 >663 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.50 8-9 >416 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.14 8-13 >999 240 Weight:77 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30*Except' NOTES- T2:2x4 SP No.2 1)Unbalanced roof live loads have been considered BOT CHORD 2x4 SP No.2 for this design. WEBS 2x4 S `Except 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) W 2x8 SP No.2 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; OTHERS 2x44 SP No.3 h=12ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS SLIDER (envelope)and C-C Comer(3)-1-4-0 to 3-7-4, BRACING-TOP CHORD Exterior(2)3-7-4 to 8-9-0,Comer(3)8-9-0 to 13-8-4 Structural wood sheathing directly applied or 4-7-1 oc zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip ROOT CHORD p T except end verticals. DOL=1.25 3)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 4-4-4 oc bracing. rotation about its center. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 5)`This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 7 = 768/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 9 = 894/0-8-0 (min.0-1-8) bottom chord and any other members. Max Harz 6)Refer to girder(s)for truss to truss connections. 9 = 81(LC 8) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 272 lb uplift at 7 = -272(LC 9) joint 7 and 395 lb uplift at joint 9. 9 = -395(LC 8) 8)This truss has been designed for a moving Max Grav concentrated load of 200.Olb live located at all mid 7 = 768(LC 1) panels and at all panel points along the Bottom Chord, 9 = 894(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-15=-1360/1560,3-15=-1270/1572, 3-4=-1123/1250,4-5=-1141/1295, 5-16=-1391/1676,6-16=-1448/1664, 6-7=-1031/492,2-9=-801/1118 BOT CHORD 9-17=-1364/1205,8-17=-136411205, 8-18=-1438/1331,7-18=-1438/1331, 7-19=-748/495 WEBS 4-8=-393/441,5-8=-359/607, 3-8=-232/491 .°QTr Arn smxdp:e+na ibt lit zitU 5S:Tflydi.Tp&7,as(E(41t Nt3fi'rJ75 LSp d'eiiRil!(I7JFr.i1fULNE'ktu,.itlAt(rcprt.'stsedrtet ul..r,Est,ns[+�� rsss}lM;Wed ur r(i_saSs flpt.Dent¢rpEekn aer,s5t1 ce (sr _L�sd} 4isk;mrJo ppytl.(37hndk n ICpnistofi!a t(35; ia,xp sar}e.ian(.ri�s r s¢dro sr(1t'D tpne+'ts a;tpnt to rdn,satlxtl dq yHL4ilry f+!pr(ut dWrsrspHin e(nelzme tips l} e,t lilt rlrq pn:a}tia.;l�!iq teJ,sts.lsliii�l±.-' s(�ndtn fn f n fsESyunrr(sts >dtn t ct Cneelss,x ntjdtrngt uv( •{ut;is tam ! 4'1,4 Wn hdi-t¢S?as i7E!rxgpasd tl wtaar`Idl tddt at; ":lisps 7 p stertsCxAatmw z+E:e: ssetS lx u•t.u;x. 's'nkheny T Fornboai,P:E.: _ }sit dEixmipt p(tmE N,tCr(r(�^sti.tl tli ntYi'ed(l9x en.piS!.}lsWA P Ei}itedr r1'j�atsLn4td}•tra(r.:ae1e.t.x(tnpty 3tsvn Pt}kt 3t r.'r":^;iF'�7 rsk-tpgrx tlfq v?sii p�'ixgxdip y nr 6tE`Ipp«a#GuSfp!hdr{e}dsn((s YJ 6n idtl@t-(Ebi(n•'d A:!'9.(s-v13(rrye ht.(1-"it}Ckr fs.L'jM_r(iit GtL r4pStt E(�n'tKRlLAN,kal!}S 4451�5 t"ude #-rtprtt Fort Piers,FL. 34946, Coprriggl Q.iDlb t-1 foclLtssrs-Aop5tnq I.le,Ee III,PE■eprodugian of Ibis do(wcc(1.am[m as pm4:6itod-Am uhe amen pclm};s::d ham A+r fool irrctxs-Anlb.rtfLimb ill;P.E Job Truss Truss Type Qty Ply XCAS6519DS B23 HIP GIRDER 1 1 A0187979 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:34 2017 Page 1 I D:91 ftG_OBvLYIHkWNQ51 ANUyE15q-v5Ln¢n8,AWu_7WJJVTBKNpyRa_gjlcg4lNnRCzhyod 1 4-0 3-0-0 4-9-0 6-1-0 7-5-0 8-9-0 10-1-0 11-5-0 14-6-0 17-6-0 14-0 3-0-0 1-9-0 14-0 14-0 14-0 1�-0 14-0 3-1-0 3-0-0 4x4= � Dead Load DeFl.=3/16 in 10 6 4 8 12 7 7x10 T2 4.00 12 8 7x10 4 9 1 3 3x4 3x4 3IT 16 Ul 17 0 2 n �qtir, o Le]e 35 21 36 37 38 2039 19 40 41 18 42 43 3x6 11 4x8= 3x4= 4x4 II 3-0-0 8-9-0 14-6-0 17-6-0 __ J 3-0-0 5-9-0 + 5-9-0 Plate Offsets(X Y)- [2:0-4-5 Edge] [4:0-3-8 Edge] [9:0-1-8 0-0-12] [15:0-3-8 Edge],[17:0-2-5 0-0-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.12 20-21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.28 20-21 >753 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(TL) 0.04 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.11 20-21 >999 240 Weight:108 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 7)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 TOP CHORD chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 2-3=-275/124,3-33=-1417/661, loads. OTHERS 2x4 SP No.3 4-33=-1381/653,4-5=-775/357, 8).This truss has been designed for a live load of SLIDER 5-7=-775/357,7-9=-775/357, 20.Opsf on the bottom chord in all areas where a Left 2x4 SP No.3 1-6-0, 9-1 1=-775/357,11-13=-775/357, rectangle 3-6-0 tall by 2-0-0 wide will fit between the Right 2x4 SP No.3 1-6-0 13-15=-775/357,15-34=-1586/771, bottom chord and any other members. BRACING- 1-441623l778,16-17=-631/323, 9)Refer to girder(s)for truss to truss connections. TOP CHORD 4-44=-865/437,6-44=-851/427,Structural wood sheathing directly applied or 3-7-11 oc 6-45=-873/461,8-45=-849/450, 10)Provide mechanical connection(by others)of truss d' b I' a to bearingplate capable of withstanding 376 I uplift t purT C 12468-10=788l440,10-4 7=-85/434, joint 17 and 495 lb uplift at joint 2. ROT CHORD 12-46=-789/443,12-47=-850/451, 11)This truss has been designed for a moving Rigid ceiling directly applied or 6-9-6 oc bracing. 14-47=-874/462,14-48=-8521429,JOINTS 15-48=-886/439 concentrated load of 200.01b live located at all mid 1 Brace at Jt(s):9,5,13 BOT CHORD panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 2-35=-647/1312,21-35=-647/1312, MiTek recommends that Stabilizers and required 12)Graphical purlin representation does not depict the cross bracing be installed during truss erection,in 21-36=-677/1328,36-37=-677/1328, size or the orientation of the purlin along the tap and/or accordance with Stabilizer Installation guide 37-38=-677/1328,20-36=-677/1328, bottom chord. 20-39=-732/1530, =-732/1530, 13)Hanger(s)or other connection device(s)shall be REACTIONS. (lb/size) 19-40=-732/1530,4041 40-41=-732/1530, provided sufficient to support concentrated load(s)175 17 = 790/Mechanical 18-41=-732/1530,16 42=-706/1524, lb down and 154 Ib up at 3-0-0,51 lb down and 66 lb 2 = 926/0-8-0 (min.0-1-8) 1742=-706/1524,17-43=-242/509 up at 5-0-12,51 lb down and 66 lb up at 7-0-12,51 lb Max Horz WEBS down and 59 lb up at 9-0-12,51 lb down and 66 lb up 2 = 79(LC 12) 4-20=-90/321 at 10-5-4,and 51 lb down and 66 lb up at 12-5-4,and Max Uplift 175 lb down and 154 lb up at 14-54 on top chord, 17 = -376(LC 5) NOTES- and 58 lb down at 3-M,18 lb down at 5-0-12,18 lb 2 = -495(LC 4) 1)Unbalanced roof live loads have been considered down at 7-0-12,18 lb down at 9-0-12,18 lb down at Max Grav for this design. 10-5-4,and 18 lb down at 12-54,and 58 lb down at 17 = 790(LC 1) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 14-5-4 on bottom chord. The design/selection of such 2 = 926(LC 1) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; connection device(s)is the responsibility of others. h=12ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 14)In the LOAD CASE(S)section,loads applied to the FORCES. (lb) (envelope);Lumber DOL=1.25 plate grip DOL=1.25 3 Provide adequate drainage to prevent water face of the truss are noted as front(F)or back(B). Max.Comp./Max.Ten.-All forces 250(lb)or less except ) q 9 when shown. ponding. TOP CHORD 4)All plates are 1.5x4 MT20 unless otherwise LOAD CASE(S) 2-3=-275/124,3-33=-1417/661, indicated. Standard 4-33=-1381/653,4-5=-775/357, 5)Plates checked for a plus or minus 0 degree 1)Dead+Roof Live(balanced):Lumber Increase=1.25 5-7=-775/357,7-9=-775/357, rotation about its center. Plate Increase=1.25 9-11='775/357,11-13=-775/357, 6)Concentrated loads from layout are not present in Uniform Loads(plf. 13-15=-775/357,15-34=-15861771, Load Case(s):#101 1st Moving Load;#201 2nd Vert: m Load 15-17=-70,23-27=-20,4-10=-70, 16-34=-1623/778,16-17=-631/323, Moving Load;#301 3rd Moving Load;#401 4th 1er15=-70 4-44=-885/437,6-44=-851/427, Moving Load;#501 5th Moving Load;#601 6th Concentrated Loads(lb) 6-45=-873/461,8-45=-849/450, Moving Load;#701 7th Moving Load;#801 8th Vert: ntrat F)21=-1(F)18=-1(F)33=-2(F)34=-2(F) 8-10=-788/440,10 46=-762/434, Moving Load;#901 9th Moving Load;#1001 10th 36=-8(F)38=-8(F)39=-8(F)41=-8(F)44=-0(F) 12-46=-789/443,12-47=-850/451, Moving Load;#1101 11th Moving Load;#1201 12th 45=-0(F)46=-0(F)47=-O(F)48=-0(F) 14-47=-874/462,14-48=-852/429, Moving Load;#1301 13th Moving Load;#1401 14th Moving Load;#1501 15th Moving Load. 6ust flassta>sir terr<Ne itrtlY5S6 SEllR'�F.A[tt(.Eiit.4N5Nk'aSl3i4;'6![t�hU9A,6Y Xi f,s.terfll turrw'snatited d3.att;nts[xjas ES7CPaal Kt 1p tlr emPt C6f r.nteet S9tell.fitt s!.Can;mks<,;e S^.lut:'CJ,¢dE - 'Wiet scU,flY sihiv kt asdE hilt':&,Stb6!S tt:+a9PeE t se,.levdq lH'st.ta-s:erntrslRP tpeuxfen xttpc.t Nt rohk eetlx3i dr eymsII+!q ru Re.nip+dhetiu';Ht s tparlafie iCCedr net lft L;liete nas;�uagW t u es u»idl: �sised swsr,tfpo+ir! oars aeypar..xe c <ciGdtrse¢.n u;:9 erhx 2zG C h adcl m.a6*u C;tetra Ld ka !tt ft!'t�- ndcu 1,8mu 5ii!adk i i niin tr_9 sht y.,uan,Ct BtiEE rx �s,� ,Si;thQtiy T TortbP l[:;:P:E.: Se ls'3nE t P is1(teeu4i S1�tsqut nCtP5tsl hxrrrxes¢tp dt ts+tks r�axgG-yrn S atifv'mm eStSPi�lliskit i lSl.A ne itle ec..a+la rnTtl ln2.Ri!n s,#.;iisEos�1 ncrtfhisEMi ss se-tr,rro:Crtsg s�,i rrl_a Wh+rtx.ntess ' aa5i sr,,trap B,Ivd, ' 4tfastitmt3svr(e.+,i9rQeelgst4n�iajGtCrtIIn a(t!_tut ss ks3Ph1 �apl ltt snag trams nr ssb7ta Etgu esd lne i.:nftl Y..,mas�41a1N-1„ f P'IC,FLi3494ii (ppynghl�'t)IbAI Roaf ltassrs.Amboy 1 icislti III,P.E:K.piodetr;na cf @ts dammeet In ddpt i.,n pmA:beed ,t6eet IM1e utine�permiss,pi lton A-i farl lressts4Am5ery l.te>5oIII;P.E 0 Job Truss Truss Type Qty Ply XCAS6519DS C01 HIP GIRDER 1 Reference A0187980 3 Job o tionai Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:35 2017 Page 1 I D:91 ftG_OBvLYIHkW NQ51 AN UyElSq-NHvDBJomhpulcHSVtD—QtbMEC_QTSaHzJy6K_ezhyoc 5-0-0 9-7-15 13-5 6 17-0-12 23-1-2 5-0-0 4-7-15 3-9-7 3-7-7 4.00 12 4x4= 2 3 4 5 Dead Load Defl.=1/8 in 4x6 — 6x8= 1 6 1i.411V I N •r,,y ; y 9S V/ V 4x6 ' 3x4 N - tttttt------��-�� i is Ji .....................................................................`..............._........__JI ......................................................_._�......_........ i 13 16 12 17 11 18 10 ==9 19 8 20 7' 8x8= 4x6=�= 10x14 6x8= 4x8: 8x12 3x4= 6 11 4x6= 3V= 4x6—_ CLUSTER(14)'04S45 SGREwS 2 ROVIS Ca 4'O.G. CLUSTER(16)WS45 SCREWS 2 ROwS(ID 4-O.C. 3x4= Special 5-0- 1 9-7-15 Sp ciag3-5-6 17-0-12 23-0-9 231-2 5-0-0 4-7-15 3-9-7 3-7-7 5-11-13 0- -9 Plate Offsets(X,Y)— [1:0-2-0,0-2-01,[2:0-5-8,0-2-01,[6:0-5-0,0-0-81,[7:0-2-12,0-5-41,[11:0-7-0,0-6-41,[13:0-4-0,0-5-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.05 11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.16 10-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.08 11 >999 240 Weight:853 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 11)This truss has been designed for a moving BOT CHORD 2x8 SP No.2 WEBS concentrated load of 200.01b live located at all mid WEBS 2x4 SP No.3*Except* 2-12=-4256/1970,2-11=-2743/6093, panels and at all panel points along the Bottom Chord, W6,W2:2x6 SP No.2 3-11=-289/239,4-11=-1767/3943, nonconcurrent with any other live loads. W1,W9:2x8 SP No.2 4-10=-141/494,4-8=-4642/2090, 12)Hanger(s)or other connection device(s)shall be OTHERS 2x6 SP No.2 5-8=-412/848,1-12=-2643/5980, provided sufficient to support concentrated load(s) BRACING- 6-8=-2116/4843 8950 lb down and 4024 lb up at 9-7-15,and 7037 lb TOP CHORD down and 3302 lb up at 22-4-0 on bottom chord. The Structural wood sheathing directly applied or 6-0-0 oc NOTES- design/selection of such connection device(s)is the purlins, except end verticals. 1)Special connection required to distribute bottom responsibility of others. BOT CHORD chord loads equally between all plies. Rigid ceiling directly applied or 10-0-0 oc bracing, 2)3-ply truss to be connected together with 10d Except: (0.131"xW)nails as follows: LOAD CASE(S) 6-0-0 oc bracing:7-8. Top chords connected as follows:2x4-1 row at 0-9-0 Standard oc,2x8-2 rows staggered at 0-9-0 oc. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 REACTIONS. (lb/size) Bottom chords connected as follows:2x8-4 rows Plate Increase=1.25 13 = 6139/0-10-0 (min.0-2-7) staggered at 0-4-0 oc. Uniform Loads(plf) 7 = 11855/0-10-0 (min.0-4-11) Webs connected as follows:2x4-1 row at 0-9-0 oc, Vert:1-2=-70,2-5=-70,5-6=-70,7-13=-20 Max Horz 2x6-2 rows staggered at 0-9-0 oc. Concentrated Loads(lb) 13 = -52(LC 9) 3)All loads are considered equally applied to all plies, Vert:11=-8950(B)7=7037(B) Max Uplift except if noted as front(F)or back(B)face in the 13 = -2725(LC 4) LOAD CASE(S)section.Ply to ply connections have 7 = -5424(LC 5) been provided to distribute only loads noted as(F)or Max Grav (B),unless otherwise indicated. 13 = 6139(LC 1) 4)Unbalanced roof live loads have been considered 7 = 11855(LC 1) for this design. 5)Wind:ASCE 7-10;Vult=170mph(3-second gust) FORCES. (lb) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Max.Comp./Max.Ten.-All forces 250(lb)or less except h=19ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS when shown. (envelope);Lumber DOL=1.25 plate grip DOL=1.25 TOP CHORD 6)Provide adequate drainage to prevent water 1-2=-4021/1809,2-3=-6817/3114, ponding. 3-4=-6817/3114,4-5=-3201/1508, 7)Plates checked for a plus or minus 0 degree 5-6=-342711538,13-15=-6127/2760, rotation about its center. _ 1-15=-6127/2760,7-14=-4715/2132, 8)This truss has been designed for a 10.0 psf bottom 6-14=-4717/2132 chord live load nonconcurrent with any other live BOT CHORD loads. 12-17=-1633/3680,11-17=-1633/3680, 9)'This truss has been designed for a live load of 11-18=-2253/5091,10-18=-2253/5091, 20.Opsf on the bottom chord in all areas where a 9-10=-2253/5091,9-19=-2253/5091, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8-19=-2253/5091 bottom chord and any other members. WEBS 10)Provide mechanical connection(by others)of truss 2-1 2=-4 2 5 611 9 7 0,2-11=-2743/6093, to bearing plate capable of withstanding 2725 lb uplift 3-11=-289/239,4-11=-1767/3943, at joint 13 and 5424 lb uplift at joint 7. 4-10=-141/494,4-8=-4642/2090, 5-8=412/848,1-12=-2643/5980, .gig Pkn sf;�l,n= tk 11 YEiFll�xs SELLY�EFkEitl;EtPE4LU531r7aS F�s14"b3*R'I1;IA,1B'i4':dl`le;rs,.tft;fp3,ipapaa`ik+t mi ts2 altu[i,;rtn[+}e:mi.)pltt;tslie:mfnl:`l3x lwr.,lFtttea.[S.tetltEat tsl.Uzfiie:+aitia .1¢dP"L-0,¢I. Wif?fru.L pt es:n ban tf rxlo_datsnz.,i,l t( se.�a tep st...peiflq;tym,,fzs;ov>rlalf<pnaxs aa:!ptcxe ptpcNt;uilfnp nlq a'p.gihlnh rxnvpaatu s:ajl;ina paef:nbe pevaJ rater lLL f.;lrtts5 n..pnzf.lxin se es.uhlfry r141d)on Y TT6mboIl: RE: ' xtc dvr frdi4dt�u� pssSa+sC u¢±G.ee su'w teya�¢s�.xtlp 11Sx:hh�1�C Q.�C'M¢1diuLaha zi iPll 1"ngpe Alfstl duf,ap SrN d8t rxapsuLpsf file til- r.+ka;dettM y¢eb(d.- �80Q$3 ` r■■ �atG j jsi'Pp FaltiIX§( 1mt5etfYAf'r'J¢24SjrXSti 6p dt S�>Xr+ima Fk-vx$tf:Y Fi"i`LAt4f�r$l;ptEGfl:it tuA SP.ImrAk+e�4 bfg nl{ifsva.rl In.s is lrp de:wli�.s2m( fed:.fsl>(R 4STa Ft rp'v.'Ir¢I-i'SI.Za:M?(..WItlS t5f i.0 �r .#era se 9naJxtatofli4 eN en,+raA ti tt ann x+at!ei,'tei ns s.0 F -k�l is tv fm.ei Yn1 ts.FJf�Eri nd¢+i tfv !ii d:lfsan ea eef�It6F:, 445 Cie Blvd, Fert Paerc-,FL 3494E 40 (n n lffi�,DOA1knotI seWdhes I.lomto111,P.L tt ioduymnofIbisdoanm ot.isan fumis rohiR d.abenntgnliven vnissiorllD.A-]I tNsses,.An1h 1 TQAoI1P.E P79 Y P . .Y- P P Y. 7 Job Truss Truss Type Qty Ply XCAS6519DS C12 ROOF SPECIAL 1 1 A0187981 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:35 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-NHvD8JomhpulcH5VtD_QtbM6Q_LzSeVzJy6K_ezhyoc 2-6-0 5-10-12 11-5-11 17-0-11 20-7-12 22-9-6 2-6-0 3-0-11 5-7-D 5-7-0 3-7-1 2-1-10 3x3 11 1.5x4 11 3x4= 3x3 11 3x6= 3x6= Dead Load Defl.=7/16 in 1 2 Tl 3 4 5 6 W2 W2 2 ` 4 � N13 lul 7 € 4 6= 1.5x4 II 17 8 18 63 1.5x4 is 1 o d 5x8= 3x6 - N _ ..._— fT 1. x4= 1.5x4 11 1.5x4 11 1.5x4= 16 Iv 15 1 22 -0 11-5-11 20-7-12 22-9-6 2-6-0 8-11-11 9-2-1 2-1-10 Plate Offsets(X,Y)- [7:0-4-0,0-1-8),[8:0-4-0,0-3-0),[9:0-3-0,0-2-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.61 7-8 >440 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -1.12 7-8 >241 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) 0.31 16 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.17 8 >999 240 Weight:135 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 No.3*Except* 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) B2:2xx 4 SP M 30 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; WEBS 2x4 SP Na3`Except W1:2x6 SP No.2 h=16ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope)and C-C Comer(3)0-2-12 to 6-8-15, TOP CHORD Exterior(2)6-8-15 to 22-7-10 zone;C-C for members Structural wood sheathing directly applied or 3-4-6 oc and forces&MWFRS for reactions shown;Lumber purlins, except end verticals. DOL=1.25 plate grip DOL=1.25 BOT CHORD 2)Provide adequate drainage to prevent water Rigid ceiling directly applied or 5-11-1 oc bracing. ponding. WEBS 3)Plates checked for a plus or minus 0 degree 1 Row at midpt 2-9 5-7 rotation about its center. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 15 = 1008/0-5-8 (min.0-1-8) bottom chord and any other members. 16 = 1008/Mechanical 6)Refer to girder(s)for truss to truss connections. Max Uplift 7)Bearing atjoint(s)15 considers parallel to grain 15 = -411(LC 8) value using ANSl/TPI 1 angle to grain formula. 16 = -411(LC 8) Building designer should verify capacity of bearing Max Grav surface. 15 = 1008(LC 1) 8)Provide mechanical connection(by others)of truss 16 = 1008(LC 1) to bearing plate capable of withstanding 411 Ib uplift at joint 15 and 411 Ib uplift at joint 16. FORCES. (lb) 9)This truss has been designed for a moving Max.Comp./Max.Ten.-All forces 250(lb)or less except concentrated load of 200.O1b live located at all mid when shown. panels and at all panel points along the Bottom Chord, TOP CHORD nonconcurrent with any other live loads. 9-15=-10081711,2-3=-2579/1706, 3-4=-2579/1706,4-5=-2579/1706, 7-16:1008[711 LOAD CASE(S) BOT CHORD Standard 9-17=-1402/1850,8-17=-1402/1850, 8-18=-1392/1832,7-18=-1392/1832 WEBS 2-9=4898/1486,2-8=-330/844, 5-8=-341/861,5-7=-1898/1489, 3-8=-371/393 p�3;fle m'x;,;.4K leer f l ii dB5 ymlq'EiNjlt i(D$$r6sa kr ini"'T% F"rH}t.I'm[e'tLb I I'd`nof Rx..�I C19pVP I'a[T.fil iliIifff'F:!L',u iii—i S4fn�4tt lS ili 6I.a 6.-1 t .4 lln;ei:eprJ ;LYrs:tnJte+S�,(ise iC IrDa n:d i aF a a.ip rgis lye ;atialgiq uu s rz;ea osJl6DnReu<t ea>;epazea4arofes,mst biz mq p s1+17W4 ae grdUe iin;lsl ser 9tl+d;�&r li0 t u/etPEl ile ii nsy s-ru m?;batip Rze„m sa7aif1! Ahthony.T.TOin!561U,P.E.- r6.iedill! 4mnrrt+Id rJle ttE ',!r a`C «t.C.oa sazur nlghern4etsn;3r�er.:hi a!14&J 3e C:trf�I dk Fe;;r! IPi I-Iu fi:e+tl a l atuj t,edit 4 aiu;>�nk +d xi4Av �tk e:yikell t=n Jt 80033 . _ iel:d;eage lfWickr SD ue stlNtvlG PSeefhx;>Leielerrfe sFai kYs,4stn Le�l*tSCo1 S61'j 4l ski! 9lesf v.Arti rdxmeMbi srilgn! fil kd s:,e,pa Rcrl iei ftisi,s esysm irr.I,Cv-te Grztn cl5r ksfa+nrr,;lei! 4451 St.!W eBlvd, .' leigiF k lErr4.rti�rrnsriger rn rSiyEt eGr+ns L!_?tef Ss Qesrte@j rsa.et�llet.em xst, aF sih n,eeEd Poet,Fertja nfl..R}es t< nIrFL � Foit F;efcel FL-35946, .TDPYri9.}�t',2316 A I keel Tnises{Aith yl.Un 1,6111,P.E iepmduuiap of Mis datomtrt jn ontf sm 6praA:bi;ed`:;ibeetthe xrilftn pnmiig6£liom A=1 kcolTstses:An@.g1 Tos'�e Ilt;P.E PXC T�3 ��R s Type Qty ply , AS6519DS f Special 1 :��79:8]2 Job Reference o tional At Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:36 2017 Page 1 I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-rUTbLfoOS70cD RghQwVfPovJXOg8B 1 b6YcsuW5zhyob 2-0-0 9-10-4 11-9-12 13-9 4 20-7-12 22-9-6 2 6-0 7 4 4 1-11-8 1-11 8 6-10-8 2-1-10 4.00 12 4x6= Dead Load Defl.=3/8 in 3x6= 5x6= 4x4 7:::m 4 4x4= 5x6— 3x4— 1 N 2 5 6 7 I ` 5 —83/ 6 3M� 22 8x8= 23 14 24 13 12 25 i 4 261.5x� o 3 6= 5x8= 4x4= 5x8= 8 = c�L x6 8 _ — 6 Iq 21 17 1.Sx4 I I 9 27 3x6 1: I� 19 _ 1.5x4 II 3x6= 2 6-0 9-10-4 13-9-4 20-7-12 22-9-6 2 6-0 7-4-4 3-11-0 6-10-8 2 1 10 Plate Offsets(X,Y)— [2.0-3-0,0-2-41,[3.0-2-4,0-2-121 [5:0-2-0 0-2-12) [6:0-3-0 0-2-4] [11:0-3-8 0-2-8) [12:0-4-0 0-2-4) f14:0-4-0 0-2-4) [15.0-3-8 0-2-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.22 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.61 12-14 >442 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.42 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.30 12-14 >887 240 Weight:139 Ib FT=0 LUMBER- TOP CHORD 2x4 SP M 30*Except* T2:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2*Except* 2-15=-910f783,15-23=-1011/1475, LOAD CASE(S) B3:2x4 SP No.3 14-23=-1011/1475,14-24=-1609/2433, Standard WEBS 2x4 SP No.3`Except' 13-24=-1609/2433,12-13=-1609/2433, W1:2x6 SP No.2 12-25=-850/1304,11-25=-850/1304, BRACING- 6-11=-931 f157 TOP CHORD WEBS Structural wood sheathing directly applied or 2-11-6 oc 1-15=-1101/1633,2-14=-1254/1934, pudins, except end verticals. 3-14=-1439/1094,4-14=-1000/1478, BOT CHORD 4-12=-894/1326,5-12=-1381/1043, Rigid ceiling directly applied or4-5-10 oc bracing. 6-12=-1325/2016,7-11=1010/1544 WEBS 1 Row at midpt 2-14,6-12 NOTES- MiTek recommends that Stabilizers and required 1)Unbalanced roof live loads have been considered cross bracing be installed during truss erection,in for this design. accordance with Stabilizer Installation guide. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; REACTIONS. (lb/size) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 8 = 1008/Mechanical (envelope)and C-C Exterior(2)0-2-12 to 3-6-6, 19 = 100810-5-8 (min.0-1-8) Interior(1)3-6-6 to 11-9-12,Exterior(2)11-9-12 to Max Harz 13-9-4 zone;cantilever left and right exposed;C-C for 19 = 15(LC 12) members and forces&MWFRS for reactions shown; Max Uplift Lumber DOL=1.25 plate grip DOL=1.25 8 = -407(LC 9) 3)Provide adequate drainage to prevent water 19 = -415(LC 8) ponding. Max Grav 4)Plates checked for a plus or minus 0 degree 8 = 1008(LC 1) rotation about its center. 19 = 1008(LC 1) 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except 6)'This truss has been designed for a live load of when shown. 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 18-19=-1008/698,16-18=-976/690, bottom chord and any other members. 1-16=-974/648,1-2=-1316/885, 7)Refer to girder(s)for truss to truss connections. 2-20=-3363/2216,3-20=-3363/2216, 8)Bearing at joint(s)19 considers parallel to grain 3-4=-3611/2413,4-5=-3503/2326, value using ANSIfTPI 1 angle to grain formula. 5-6=-3265/2140,6-7=-1162/757, Building designer should verify capacity of bearing 8-10=-986/659,7-10=-989/624 surface. BOT CHORD 9)Provide mechanical connection(by others)of truss 2-15=-910/783,15-23=-1011/1475, to bearing plate capable of withstanding 407 lb uplift at 14-23=-101 1/1475,14-24=-1609/2433, joint 8 and 415 lb uplift at joint 19. 13-24=-1609/2433,12-13=-1609/2433, 10)This truss has been designed for a moving 12-25=-850/1304,11-25=-850/1304, concentrated load of 200.01b live located at all mid 6-11=-931/757 panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. [cti•Phn dwx:l exr ht 41g�1tpU�(Shl-EeKB E.ttu tNlF'7r5lvSi�:ra7[i3S i[9>r:�rS1:Mt'hia.is9+derg¢g a amtrftlrt fFa,s ss Eitgv rf giC{ad�t ul Rl L9;F..latrfrvf Sstelkterf er4:t,s u`si,n,Tiu�f;L6,¢e( 4t at az {1F A deoath tel[tax.ua.l r! tee. gaz sa,pFcdp ryive slc>,aarl[hrs(_suuf c.epeat rdt szd xgiee neg:rnnt+IryW4rtuao'Ee sivyyL�s vFied;c me FaO al cetn iFt l..deK;iae ns>a{ Intxg tr.etk s`Ia:It! ¢te d1NSG-f i r+lavgdm lFf,.;�:h![ t q CrtfaS fd'x t£jderrs gz.i gkyu rAt:'e.'1 tNi,�f C,.i Wed D 4spft sFm I.ixgpod ch 03 as uF At ;'tkt rt"A66gla�'up migc4?h!'mgslS:a''iSe@ de M uRWltd �1�0f!}'T FOR1b0 ti7,P.E. e. 7rt dig f¢' rramf a ra!€fI5lrKfn@tF JL+i�(nJ"f{rtg 4U5{IlSt yff-aFF r ��.'ttatiLY4 TahFa}5)�d 1 t1J 41fralCQdta j-,0 q 'r.t%d 54f it:iF f ticd 331fersfr Siff a;kais Q+sgfh ` $1�Q53. {. snagrrs dsd :��r 4451 sr ,tra Nvd. 4mludt alh r.aaFd,�,tNge¢h rxagBrCgr4 senl eL Eel{vsa 3aspL7raerv,.rrll tt r�Fg tlg�;.*F a51f�a.r an dtn6 t g.:ua nitr.mf.i.4 dattl 4. Fait.P;erce,FL 34946, (apyriga tL 2316 A�1 Raoflieisrs-Aaihc¢y 1.limbo III,P,E i-prndutl�enoi lhii datomerf,In oD}f:f,as pra5brtrd.aheettfie annex p'gmissss caomA-1 fool hu'ss3:Anlhc:vl:TeeSe tl(;P,G r Job Truss Truss Type Qty Ply XCAS6519DS C14 Roof Special 1 1 A0187983 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:36 2017 Page 1 I D:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-rUTbLfoOS7OcDRghQwVfPovEOOh2B336YcsuW5zhyob 7-10-4 11-9-12 15-9-4 22-9-6 7-10-4 3-11-8 3-11 8 7-0-2 4.00 F12 4x6= Dead Load Defl.=1/4 in • 3 3x8= 4x4- 4x4 z� 4x4= 1 13 144 5 12 15 W2 4 W5 fi % W3 �h ci m i Q iO 3 6= 16 9 17 8 7 18 3x6 11 3x8= 3x4= 1 3x8= 7-10-4 15-9-4 22-9-6 7-10-4 7-11-0 7-0-2 Plate Offsets(X Y)— 11:0-3-12 0-1-81 [2:0-2-4 0-3-01 [4:0-2-4,0-3-01,[5:0-1-8 0-1-121,[7:0-2-0,0-1-81,[8:0-1-12,0-1-81,[9:0-2-12,0-1-81,[10:0-3-0,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.30 7-9 >895 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.56 7-9 >484 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix-MS Wind(LL) 0.13 7-9 >999 240 Weight:129lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2*Except* T1:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2 1-9=-1144/1770,2-9=-1012/844, WEBS 2x4 SP No.3*Except* 3-9=-456/739,3-7=-354/607, W1:2x6 SP No.2 4-7=-958/798,5-7=-1121/1727 BRACING- TOP CHORD NOTES- Structural wood sheathing directly applied, except end 1)Unbalanced roof live loads have been considered verticals. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Rigid ceiling directly applied or 6-1-3 cc bracing. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 1 Row at midpt 1-9,5-7 (envelope)and C-C Exterior(2)0-2-12 to 3-6-6, MiTek recommends that Stabilizers and required Interior(1)3-6-6 to 11-9-12,Exterior(2)11-9-12 to cross bracing be installed during truss erection,in 15-1-6,Interior(1)15-9-4 to 22-7-10 zone;cantilever accordance with Stabilizer Installation guide. left and right exposed;C-C for members and forces 8t MWFRS for reactions shown;Lumber DOL=1.25 plate REACTIONS. (lb/size) grip DOL=1.25 6 = 1008/Mechanical 3)Provide adequate drainage to prevent water 11 = 1008/0-5-8 (min.0-1-8) ponding. Max Horz 4)Plates checked for a plus or minus 0 degree 11 = 30(LC 12) rotation about its center. Max Uplift 5)This truss has been designed for a 10.0 psf bottom 6 = -410(LC 9) chord live load nonconcurrent with any other live 11 = 418(LC 8) loads. Max Grav 6)'This truss has been designed for a live load of 6 = 1008(LC 1) 20.Opsf on the bottom chord in all areas where a 11 = 1008(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. FORCES. (lb) 7)Refer to girder(s)for truss to truss connections. Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)Bearing at joint(s)11 considers parallel to grain when shown. value using ANSI/TPI 1 angle to grain formula. TOP CHORD Building designer should verify capacity of bearing 10-11=-1008/701,1-10=-938/729, surface. 1-12=-1742/1146,2-12=-1742/1146, 9)Provide mechanical connection(by others)of truss 2-13=-1938/1315,3-13=-1924/1326, to bearing plate capable of withstanding 410 lb uplift at 3-14=-1778/1239,4-14=-1828/1228, joint 6 and 418 lb uplift atjoint 11. 4-15=-1641/1077,5-15=-1641/1077, 10)This truss has been designed for a moving 5-6=-947/725 concentrated load of 200.01b live located at all mid BOT CHORD panels and at all panel points along the Bottom Chord, 9-17=-903/1301,8-17=-903/1301, nonconcurrent with any other live loads. 7-8=-903/1301 WEBS 1-9=-1144/1770,2-9=-1012/844, LOAD CASE(S) 3-9=-456/739,3-7=-354/607, Standard 4-7=-958/798,5-7=-1121/1727 ea>:sq d tki dU1%} of(31 k",f['ItiU9fi%sA:NI'h,a,tni(hsitpcta�'zaat,kied..nls;;nn E:rg.r.plt[;r¢lfe Szh Rl'eruz ldi I,.tt.e Sik;Ertirt nt,.G:e;z t5nrse .ip'.tt'L,ttl� uriet. tr.}trN.t,tt Sabi tv lL�xattzla.t iT zs EeEe se.lactiq:;gia a„dt sesrea es}.lp@tp kti.taok(rnt.t ke scl s;eul 3: :fl tf,t{drytetA«siptdSarfieSlsT s1stL�edmfit rJOti net irll'Netsrytk ! s.4z:kezP ets,uta6irt; -AnthogT.To66dIII,,RE:- `�Stit at LSlfr 4r I r*I tn"J ti 1-fLLlvY4C y kf Chan SaYN'4lateJ ttnttatrs T pn,uh aaY1✓0.�th�(xte la;d kd j:a SFTn1 rk t{r:iiF}YIl i.i<6a tat ztdt Sdat ,8t%(nrS�t SM ttj X;itl�/tciza�lStBl Jy NNi.IIi.ti of - =80Q33 #e lntoxt 5w r.!(atnidt i�mnntttat:e PSael Wtnx sct rvk sift t."u—setY h'asth t(t(SPri7sYJk lSE.A e,tl eutdta stsxe(nlaet.M In ia.ihp 7rn rs/3.ti itrT[,ss s tnr�ot:,tt rg ,t[rs;kadt�i±,wiiis 43515t taae'i3jviJ. :' s2eafs it mti5rc(t�*`iEseklg twxWnph frM s.na(Lf;'tei nSs,}T Ery��,„H�tdet.lup itsY i tti ssSysita.gne� tin uer.,=iEEnor is ma(a FtS datP4L, - Foitpe2e FC 3494£, G"i blu ialbdlCool lnisB-AotGtb-Iacm6o111,P.0 i ddouiegof Ibis dommnf.ii to€iT is tahibixd_�he Iht.601en emi;ios:iom A.l iooi tt¢pe`4:Anihigl.TesS61111y P#i Y P< F- P h. P t --] Jab Truss Truss Type Qty ply , XCAS6519DS C15 COMMON 4 1 LbReference(optional) AW 984 At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:37 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-Jg 1 zZL_pODR8TrbFt_e0uy0RTsn_JwXUGmGbR2Xzhyoa 7-2-12 11-10-0 16-5-4 23-8-0 7-2-12 4-7 4 4-7-4 7-2-12 5x6= Dead Load Defl._]/8 in 4.00 12 4 1.5x4\\ 1.5x4 3 5 2324 2526 4x4 4x6- 6 2 4x4 1 7 27 28 2930 10 31 9 8 3233 34 r 3x4= 3x4= 355 5x6 II x6 II 3x4= 8-10-3 14-9-13 23-8-0 8-10-3 5-11-10 8-10-3 Plate Offsets(X,Y)— (1:Edge,0-0-01,(7:0-3-0 0-8-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.19 10-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.36 10-15 >780 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) -0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.31 10-15 >907 240 Weight:113 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 4-8=-1064/513,5-8=344/593, SLIDER 4-10=-1083/520,3-10=-341/585 Left 2x6 SP No.2 3-0-0, Right 2x6 SP No.2 4-2-14 NOTES- BRACING- 1)Unbalanced roof live loads have been considered TOP CHORD for this design. Structural wood sheathing directly applied or 54-3 oc 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) puriins. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; BOT CHORD h=14ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Rigid ceiling directly applied or 2-2-0 oc bracing. (envelope)and C-C Comer(3)0-0-0 to 5-8-8, MiTek recommends that Stabilizers and required Exterior(2)5-8-8 to 11-10-0,Corner(3)11-10-0 to cross bracing be installed during truss erection,in 17-6-8 zone;porch left and right exposed;C-C for accordance with Stabilizer Installation guide. members and forces&MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=125 REACTIONS. (lb/size) 3)Plates checked for a plus or minus 0 degree 1 = 1065/0-8-0 (min.0-1-8) rotation about its center. 7 = 1065/0-8-0 (min.0-1-8) 4)This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 1 = -81(LC 13) loads. Max Uplift 5)'This truss has been designed for a live load of 1 = -827(LC 8) 20.Opsf on the bottom chord in all areas where a 7 = -827(LC 9) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Grav bottom chord and any other members. 1 = 1065(LC 1) 6)Provide mechanical connection(by others)of truss 7 = 1065(LC 1) to bearing plate capable of withstanding 827 lb uplift at joint 1 and 827 lb uplift at joint 7. FORCES. (lb) 7)This truss has been designed for a moving Max.Comp./Max.Ten.-All forces 250(lb)or less except concentrated load of 200.0Ib live located at all mid when shown. panels and at all panel points along the Bottom Chord, TOP CHORD nonconcurrent with any other live loads. 1-2=-764/1436,2-23=-1977/3606, 23-24=-1909/3609,3-24=-1900/3614,3-4=-1 806/3518,4-5=-1 803/3505, LOAD CASE(S) 5-25=-1898/3603,25-26=-1907/3598, Standard 6-26=-1924/3595,6-7=-2006/3586 BOT CHORD 1-27=-3226/1826,1-28=-3226/1826, = 28-29=-3226/1826,29-30=-3226/1826, 10-30=-3226/1826,10-31=-2333/1391, 9-31=-2333/1391,8-9=-2333/1391, 8-32=-3224/1825,32-33=-3224/1825, 33-34=-3224/1825,7-34=-3224/1825, 7-35=-3224/1825 WEBS 4-8=-1064/513,5-8=-344/593, ve-iy-fl tCerreillrreierRe l'I107CS<3 Y J,a�i3At L'1456,]Sp tlitSU:f?CYf-U`3-:ueCa:(Deu k7'-ixn'fi:ai ksprxi.grid rKl sn?3sL tiie4 Der-r;i(r,eMflelR rl Lsea LLtT lh;eu.fleULeine _C.1as C:ndse.rd:Inde lEO,rrli Wffw W$M,itll ku L�+tt fA sk,el As T-D..rig- ( fi;i eel ern -ru Cd fx1tE IPz su kL to tlrnfti IDD li esirriril Fas --� � RJ fRpiJ R SYrI�.rD i<re m nriieRai e* s r r rr n i a r �.taE rn cialisrry - P.nthcny.t.Tomtio III,P.E: 1 ed[c rxarEelFly sR 1r.ilRiC nR+C -'s uAmeiicE R.2aIGnrD aerei.e rert iidh%Re R[ Ib R21}li-r[iS tIPlRylmilv'R fCD iryfi.i! tRit s d.F-;IrstLy 1 } ste iu edE a;.Soli Ce siriA et It;•:C7D•trfx ut0 �rt ili[[IH3 Ao ei10. Iyz,inG[?iilt s�s Itei Ewiftr[ Ixiitl fh!ABein�s p6Cl kD till f"uEfA.l iruilne.tf ixry>cJpifaie 1%ItfiiesR res 3ihi lis iil¢+usAR i s.D- a - i 5008e,- ' t. sib,:iq�sd�.a,<ir�rtl�adan.�n:r�rss 4451bt.LudeBlvd. n =.il mnlxneri gndp iwry lr iD prcsl d....ti trsDin[roq e7tn RNnlonguixr ss<grsEReeelitliy,dDgiDoDdxa tfnSd slxinL Forf:Perce,FL 34490 Cepjiig5t®7filbAd[ael6afses-kih�ay LTm.,e ll(,'P.E,RepiDdnafx of ibis dommeot.in anyfncm spYoh.Efixd,xslGout the ivri%en pumisuco(ma¢-1 io}Tmssis!,Athon�i T=c5b 111;P.b Job Truss Truss Type QtY PIY A0187985 XCAS6519DS C16 GABLE 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:38 2017 Page 1 ID:91ftG-OBvLYIHkWNQ51ANUyEl5q-nsbLmKgezkGKTlg4YLY7VD fOBNKfxLP?wL_azzhyoZ 3-0-0 11-10-0 20-8-0 23-8-0 3-0-0 8-10-0 8-10-0 3-0-0 4x4= Dead Load Defl.=3/16 in 4.00 F12 12 14 16 10 18 20 7x10 6 T T2 22 700 zzz 4 T 24 2 x = x = x = 2 26 5 5 7x8 1 27 m � I� m 36 33 3738 39 32 40 41 42 31 43 44 45 30 46 4748 29 49 34t 28 7x8 5x6= 4x8= 5x6= 48= 5x6= 3-0-0 11-10-0 20-8-0 23-8-0 33 0-0 8-10-0 8-10-0 3-0-0 Plate Offsets(X,Y)- [2:0-3-8,Edge],[13:0-4-0,0-2-8],[26:0-3-8,0-0-0],[27:0-3-12,0-2-8],[28:0-2-10,0-0-14],[29:0-3-0,0-2-0],[31:0-3-0,0-3-0],[33:0-3-0,0-2-0],[34:0-3-12 0-2-81 [34:0-2-10 0-0-141 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.08 31 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.24 30-31 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(TL) -0.06 34 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.23 32-33 >999 240 Weight:164 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3) Truss designed for wind loads in the plane of the BOT CHORD 2x4 SP No.2 TOP CHORD truss only. For studs exposed to wind(normal to the WEBS 2x4 SP No.3`Except' 2-4=-1773/1495,4-6=-1728/1496, face),see Standard Industry Gable End Details as WI:2x6 SP No.2 6-8=-1710/1513,8-10=-1732/1556, applicable,or consult qualified building designer as OTHERS 2x4 SP No.3 10-1 2=-1 719/1577,12-14=-1702/1589, per ANSI/TPI 1. BRACING- 26-35=-2181/1986,27-35=-2230/1999, 4)Provide adequate drainage to prevent water TOP CHORD 2-3=-696/731,3-5=-696/731, ponding. Structural wood sheathing directly applied or 3-8-1 oc 5-7=-696/731,7-9=-696/731, 5)All plates are 1.5x4 MT20 unless otherwise purlins. 9-11=-6961731,11-13=-696f731, indicated. BOT CHORD 13-15=-588/626,15-17=-588/626, 6)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 3-11-1 oc bracing. 17-19=-588/626,19-21=-588/626, rotation about its center. JOINTS 21-23=-588/626,23-25=-588/626, 7)Truss to be fully sheathed from one face or securely 1 Brace at Jt(s):11,7,17,23 25-26=-588/626,14-16=-1702/1595, braced against lateral movement(i.e.diagonal web). MiTek recommends that Stabilizers and required 16-18=-1719/1587,18-20=-1732/1570, 8)Gable studs spaced at 1-4-0 oc. cross bracing be installed during truss erection,in 20-22=-1710/1543,22-24=-1728/1530, 9)Concentrated loads from layout are not present in accordance with Stabilizer Installation uid( 24-26=-1773/1535,1-50=-2230/2111, Load Case(s):#101 1st Moving Load;#201 2nd 2-50=-2182/2103 Moving Load;#301 3rd Moving Load;9401 4th REACTIONS. (lb/size) BOT CHORD Moving Load;#501 5th Moving Load;#601 6th 34 = 1079/0-8-0 (min.0-1-8) 33-37=-2034/2177,37-38=-2034/2177, Moving Load;#701 7th Moving Load;#801 8th 28 = 1079/0-8-0 (min.0-1-8) 38-39=-2034/2177,32-39=-2034/2177, Moving Load;#901 9th Moving Load;#1001 10th Max Horz 32-40=-999/1241,40-41=-999/1241, Moving Load;#1101 11th Moving Load;#1201 12th 28 = -88(LC 9) 41-42=-999/1241,31-42=-999/1241, Moving Load;#1301 13th Moving Load. Max Uplift 31-43=-999/1241,43-44=-999/1241, 10)This truss has been designed for a 10.0 psf 34 = -1021(LC 4) 44-45=-999/1241,30-45=-999/1241, bottom chord live load nonconcurrent with any other 28 = -953(LC 4) 30-46=-186812177,46-47=-1868/2177, live loads. Max Grav 47-48=-1868/2177,29-48=-1868/2177 11)`This truss has been designed for a live load of 34 = 1079(LC 1) WEBS 20.Opsf on the bottom chord in all areas where a 13-14=-850/861,7-32=-247/262, 28 = 1079(LC 1) 13-31=-142/271,21-30=-227/262, rectangle tall by other wide will fit between the 26-29=-261/148,2-32=-267/198, bottom chordord and any other members. FORCES. (lb) 12)Provide mechanical connection(by others)of truss Max.Comp./Max.Ten.-All forces 250(lb)or less except 13-32=-1087/1050,13-30=-912/1023, to bearing plate capable of withstanding 1021 lb uplift when shown. 2-33=-261/164,1-34=-10461977, at joint 34 and 953 lb uplift at joint 28. TOP CHORD 27-28=-1046/910,1-33=-2021/2143, 13)This truss has been designed for a moving 2-4=-1773/1495,4-6=-1728/1496, 27-29=-1918/2143 concentrated load of 200.01b live located at all mid 6-8=-1710/1513,8-10=-1732/1556, panels and at all panel points along the Bottom Chord, 10-12=-1719/1577,12-14=-1702/1589, NOTES- nonconcurrent with any other live loads. 26-35=-2181/1986,27-35=-2230/1999, 1)Unbalanced roof live loads have been considered 14)Graphical purlin representation does not depict the 2-3=-696f731,3-5=-696f731, for this design. size or the orientation of the purlin along the top and/or 5-7=-696/731,7-9=-696f731, 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) bottom chord. 9-11=-696/731,11-13=-696/731, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf-, 13-15=-588/626,15-17=-588/626, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 17-19=-588/626,19-21=-588/626, (envelope);porch left exposed;Lumber DOL=1.25 21-23=-588/626,23-25=-588/626, plate grip DOL=1.25 25-26=-5881626,14-16=-1702/1595, 16-18=-1719/1587,18-20=-1732/1570, Continued on page 2 .unit'-Fimse fitnezlll reek 61'IIO itICSSS,f.�3�eFi31l IFwlibAD tICI1f fSSCNj7T"3!`bkC&i(LwR AI lara'Inill is prx:�srnn/nd se itsfnn ie g'�e a3{I,fiC�aM111nar1.1ukt 0i;r Ie4rntfSetttetet n-..Cd nix In c7/nBe r&C,erij Gs mm:Cer llsirs�idlkts tterTeiL9uli sslf lilnis Ctrs F.pvsl�iimtdrfxr r,n:svinmylU.gleudlatet .sin rdtNmiisfna fyrsgsa6iijrx»tl s,tnd0i sb{kt i"1^Ni sw_>a.,ICPe ip enlilli ets3 „W.eCi r /h s,sal 3i!ar Anthony T,TOrffl7b «(tltdrs to prfrilf{ nurts:re�ddC frC'+msc,!' etgnEnde&,1L.3 �:eSit7e nzh ldheR_ne R( lhel xlk'6ai u! iR4l r,rinddn lW Iwj fieilnts'Ifi s;6dK 3trF Lst.l j„hl.eG erii carsSdi Ct m! »nl r!, 80083., 11e,Srir rC sptrsri LoFt'tr tfint st!d'in}C IMtitMdi 1{ter sdlkl.L it emal khl ld'a lure(NfgldG!lil}:IIr lf6.l Benin 15c{asd phis Ir4le�fietstl9,re,Ntss:riwuFftvaasdRla cO s ,;..ieisCeh:ietrultnssUrnid r.Wess 4451.$t LUCEe.�IVd, ' 1t1er+IsluhrfitxS,uFspnEertkntajitrlFnrGalnls4.lttins6upEgneiirt[In6QgDiilpHrinAnea,G�aw! ,aa10q_;Ilalttdtalka;unsl�nlxlttk - Ft lit Pierce,FL;34Q4o � Ea"�i hl�2Ql61a R.ai Guuec:Aathpn fi�5c iI1,;P.E;Rs iadodix�lihls dntumeof,.in6e fnrm,is, o6i4iiad rnhnut lfle�nitieP eimiseieat�omA lR ortnssis;.Athon f ell(,P.f; Job Truss Truss Type Qty Ply XCAS6519DS Tu GABLE 1 1 A0187985 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:38 2017 Page 2 ID:91 ftG_OBvLYIHkW NQ51 AN UyE15q-nsbLmKgezkGKT1g4YLY7VD_fOBN KfxLP?wL_azzhyoZ NOTES- 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)186 lb down and 155 lb up at 3-0-0,and 186 lb down and 155 Ib up at 20-7-4 on top chord,and 118 lb down and 128 lb up at 3-0-0,18 lb down and 53 lb up at 5-0-12, 18 lb down and 53 lb up at 7-0-12,18 lb down and 53 lb - up at 9-0-12,18 lb down and 53 lb up at 11-0-12,18 lb - down and 53 lb up at 12-7-4,18 lb down and 53 lb up at 14-7-4,18 lb down and 53 lb up at 16-7-4,and 18 lb down and 53 lb up at 18-7-4,and 118 lb down and 128 lb up at 20-7-4 on bottom chord. The designtselection - of such connection device(s)is the responsibility of others. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert:2-14=-70,26-27=-70,28-34=-20,14-26=-70, 1-2=-70 Concentrated Loads(lb) Vert:29=-1(8)33=-1(B)35=-2(B)37=-8(B)39=-8(B) 40=-8(B)42=-8(B)43=-8(B)45=-8(B)46=-8(B) 48=-8(B)50=-2(B) 'vnuj Fl R rklrte.ir hx.1119 ICSS ti i}rrk34l 1L11A,�fn11.,AS!�S?GYy'W('S:U.ApolE[SYTWI..ln'dp li.gt rat.^9tttMrtNw+t n:as lnsttrsp t irp!Il:,�ild itR p1 ir.k Fi;! I�nzSintkiae rsl Less Cnnrt she/nCe lCp.erlr Udrz.;^,ararlktts M116ets Of r�TA pN rdY A imsgsRc_(Ign x{ Si h&pir4 R sY.!lmryl0g rtl tstns tatctpx tns r+r'sitetrssginv ia3r�.,G1y f:�t lrsly»sJ 9e slrpk Gw Ip�a r�etlic Ir tut in i.f:lt 1 uunBut,IA;tr1 6�rrc nar�s�:�q Anthcn`7.ro` rte'.dRr �:Irl!# ItR treirr�c n cen'rml! i rz-R:LvIGc o arriaprun fAh R-dtlxWhrtlxl9 Bn tilrWlFrl IH ddh ICOnin np�lr n[ etr t�lY I _._a,+ n u,utt i:etli a rpn d Y mto-ti[,,P.E_ 80083 ' R�Ir3/ciusryxrm Geiprc n nnsE�.ra Ig ISzlm©a rlr ti s pee, iG pter9 sd!;jl9t esapug�lsln i` lSsa R,:ln <l r Yd plat�nlLSRoSRtftll ldnlla We.NttetR lfSiU rna{wcp Cr rtm.<eeel lrnsk;md,H,rrksi yj51 St;Lotl2.Blvd,ttder<is GtaHl a rpnj ryap 1 F�.I/i7 pnt trlM ikr sOE PGglin L)I Rt!,lies ailrrtr tfi is<Slez Gin:nafrtr9rlllry FIf¢rpditN n mtsi�1xttF1, � Fort:.Pier.e'fL��3494b Ceppighi97616Adipiimssas l�ihnyL7.meil(,V.F:Rea�oaioedihisdoamantjn5nptgrm,ispiohi6iiedwnhnutihe}nmenpemislicehoei9:liiotGpss;s=ArthppyiT_ccoll[PP: Job Truss Truss Type Qty Ply ' A0187986 XCAS6519DS CA CORNER JACK 24 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:39 2017 Page 1 ID:91ftG—OBvLYIHkWNQ51ANUyEI5q-F28k_grHk2OB4vPG633M1 RXsgbsGOaLZEa4Y7PzhyoY -1-4-0 0-11-11 1-4-0 0-11-11 4.00 12 3 2 1.5x4 II T1 CT 1 • B'1 0 Q, Qo 5 4 4x8 11 0-0- -1 1111 1 -11 Plate Offsets(X Y)— f2:0-0-9 0-1-121 (5:0-0-0 0-1-12j LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MR Wind(LL) -0.00 5 >999 240 Weight:7Ib FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4) This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING- TOP CHORD 5)Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 0-11-11 oc 6)Provide mechanical connection(by others)of truss pudins, except end verticals. to bearing plate capable of withstanding 209 lb uplift at BOT CHORD joint 5,19 lb uplift at joint 4 and 38 lb uplift at joint 3. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 234/0-8-0 (min.0-1-8) 4 = -19/Mechanical 3 = -38/Mechanical Max Horz 5 = 58(LC 8) Max Uplift 5 = -209(LC 8) 4 = -19(LC 1) 3 = -38(LC 1) Max Grav 5 = 234(LC 1) 4 = 22(LC 8) 3 = 45(LC 8) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5 99/622 NOTES- 1)Wind:ASCE 7-10;Vult=l7Omph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=1811;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` vini,g flselbnsgl¢rrix ru.AliC,�Ticss 5.7rgti3tti IN56Hsu'li„AS(iliTCurisP3`)!(I:u:&'EColt Fl,ion.Ir.Art sl la^wirsnl set .sneu fuss Be lg7 gRrRq.Ntlt dih(r.riziL llyr Irx 4flniEelnn Cdess�e:nes ratteiCV,etir P'TitSm:cu 0 dtilz116i srtiartle G9nfisdtA irs,�nsEAley{e:Sivdy&l y6p-sn7uw7T6 iq eum nr^xettlneP sl etl it; te;rsgscitutfnklrugsdtq Arr4i tirids lielOD I( en rill.ixtt,gr ui z{»..uxizEtl.eW+s.uvhSiiA( Mtlicn's.TOmtitS III;P.E. alridtx Lx wPtsift+rl tl n(.ti^.'.idrslMC rE'Cim 3emt geinC t Ite3 nrs;it@ sul fAh II_W R(Wfx hxlblliegu� i1FF1 r„trn;dLh IC6 iRyfieJ dliti t,adsf r!¢Teg d le,nshf 6a ih sid t to .! innid y m ` ll.S:lisla rr+x al Ci¢oi�rt AC ene s-A•:&IP'Nlilrt0ui IHed sdfiz uC.rG^w,xdfv4lj lds 4{ItSlil lN!`rl i l33I.1 VeM tGsr ad pii cr,IHIe�u�R risTt s'�75es t•ef;5isdn t ss0 s-t,.;iin Ce.gtbrtegedl s 71mh3na:idess 4451 SL Ldae'Blvd. ,fntim/rw5erl,A(�xn�i;ep�di.,s rnirrll,�l d.i;..taeirae,orr GjxsllstnnePCuelPtillw rt s.rnesrtlmsttm ra,iuy:;2,i1 llwl 1„a,utr;asntrolnl. Fort L 3 94 (ippig619�7Q16 d1 i ei Tmspzs lalhay LT:nSe III;P.E�Ae,todoa x Ilhls domcleot;iq uriy(orm,ii pioh3ii_¢dwithoutrhe biinep permission(roio A I i�otLtftuC-AishoayT T,zFe It(;P,E: Job Truss Truss Type Qty ply XCAS6519DS CJ1C CORNER JACK 2 1 A0187987 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:39 2017 Page 1 I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-F28k_grHk2OB4vPG633M1 RXuQbtxOaLZEa4Y7PzhyoY -1_4 0 1-3-11 1-4-0 1-3-11 4.00 12 3 2 1.Sx4 II T 1 B1 5 4 3x6 II 1-3-11 1-3-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) -0.00 5 >999 240 Weight:8 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 3)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 y WEBS 2x4 SP No.3 chord live load nonconcurrent with an other live OTHERS 2x4 SP No.3 loads. BRACING- 4)`This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 1-3-11 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the purlins, except end verticals. bottom chord and any other members. BOT CHORD 5)Refer to girder(s)for truss to truss connections. Rigid ceiling directly applied or 10-0-0 oc bracing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 203 lb uplift at MiTek recommends that Stabilizers and required joint 5,8 lb uplift at joint 4 and 11 lb uplift at joint 3. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 5 = 222/0-8-0 (min.0-1-8) 4 = -8/Mechanical 4 = -8/Mechanical 3 = -7/Mechanical Max Horz 5 = 69(LC 8) Max Uplift 5 = -203(LC 8) 4 = -8(LC 1) 4 = -8(LC 1) 3 = -11(LC 12) Max Grav 5 = 222(LC 1) 4 = 19(LC 8) 3 = 16(LC 8) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-191/369 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. qusly Flnifi fieiVr rziinh 1110,tiL54S(5 J-[13lI r1U56rO5C MS 13(CY{Yh3 UA.S![hYE%I la /014 p}ss a- 1 nl , Arti s esy Cn toi Cb^`cMHt iah jrT^t Pi!_!r7 SantEeisle U:.a.l nC+rin r4a C ICC,Ij fidik w4e�ns t'a117ias fatlt iCC nlEtdrt k irnss Okwr b) _f.e.,ir slg6rls tY ssl gory lC;rsr ttali e:�:ttce tihtrr bsl tsgh j.spo-ni`aFk gris ltuSSd de slt�k Trt ti^t lti btlCC dl,rsenirl 1.i5tssvis apaes,lxcer LT cm1:S.ry' Antt1Ci1 Y yT. D I;P- .. "nedsr fa: ri,it& flat 1 'ier deaG &C"ntyA2 1x rs2,IL 6H7lmt sul euA Id6'IM.Yt I?( IH k�I Ilst cd ut trl It Rr:i sidh rC0 i jfird edlltr sadti:3M is;I.i.ush f sieizft3df 6 rn.,�a�a '. 80GBbII E. Y&Mkyu s,,rc�[nrtf aptness. nen to ua�e rrtG ftk lr+td ,I��„rr-�ns4,;l�t�txnaniafio-n rr f�leiile et�t�,san::r ixtt stsnttrgn,i,��npitt�ttent so•satn;iis¢Ce y+b+eertttlressPmh9nn:uless _ eta:nt>,,alo,rrc�iyn�ntmrr„�Irarnsltnhtl,ikirosoanbyav;rclrntsrutiatil�r 1�1 n �la;nmt e,ltar.3ni�mdl.tanta,rc.esaattexinl. 4d51:5t.Wer081vd,. Fert�Pier-e;FL�34446 teppighr:(D�GI6¢d NeoiLcsszs-Acih�nyT I e ill,P.f;Rspaodmt:x 61 this datuc�¢nr;idonp imm,ts plohilgtl,MBhnuithe%nine ptimis%ianGam 51 pm}Lusts;Arihonyt T-c4d II(A.E: Job Truss Truss Type Qty Ply A0187988 XCAS6519DS CAR CORNER JACK 2 1 Job Reference o tional At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8,020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:39 2017 Page 1 I D:91 ftG_OBvLYIH kWNQ51 ANUyE]5q-F28k_grHk2OB4vPG633M1 RXrZbtLOaLZEa4Y7PzhyoY 1-4-0 0-11-11 tr 4-0 O) 11-1 4.00 12 2 3 • 1.5x4 II 4x4 II 1 2x4= v W1 4 5 3x6= 0-11-11 0-11 111 Plate Offsets(X Y)— [2:0-2-0 0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Cade FBC2014/TPI2007 Matrix-MR Wind(LL) 0.01 4 >999 240 Weight:15 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 4) This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING- 5)Refer to girder(s)for truss to truss connections. TOP CHORD 6)Bearing at joint(s)5 considers parallel to grain value Structural wood sheathing directly applied or 0-11-11 oc using ANSI/TPI 1 angle to grain formula. Building purlins, except end verticals. designer should verify capacity of bearing surface. BOT CHORD 7)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 59 lb uplift at MiTek recommends that Stabilizers and required joint 3 and 163 lb uplift at joint 5. cross bracing be installed during truss erection,in 8)Non Standard bearing condition. Review required. accordance with Stabilizer Installation quide. REACTIONS. (lb/size) LOAD CASE(S) 3 = -27/Mechanical Standard 5 = 203/0-3-2 (min.0-1-8) Max Horz 3 = 92(LC 9) 5 = -69(LC 10) Max Uplift 3 = -59(LC 10) 5 = -163(LC 8) Max Grav 3 = 71(LC 9) 5 = 203(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-311/581,2-3=-217/329 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces&MWFRS for ! reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �!ul Flmu finsuklrttiie M1e AIiC 9LSS7 ScI3,.oEi3U'r IU56 il90CI:,hS r�llfYj'W+3 j1Gh:E(LwY Fl,lsn in0r! Srxs_.I rsedlel �sT is 11 A x if[.')yd8 kG rli kt lliyi leht n5611dntna Elm i ii.'Ad Be 0 di Uiskts @}ImsiklikE thrtel9tiltldtd i1si0 FiSnghySieoshr(x)a �tlfsvllteayl6ril�tsttlsmrq elAnrs'''lsted}sS I}snya;G'L)taSt19�d3f,slalkTrtstrgfr;M410p li d�lfl1.@esesr� aq/ ,,irlr_Ihes,zGnd;!..ry Arith6jT.T6rn66Il1;-P.E. ntnedfa Fire EEJ&r stl nr iidRC rk C'2nsra8 and r}<SphelaifegB ro 8e Re 7df 8.;8e 14 {Mri�:ILvpsd !&i r r1,isddM rCD { jfied 81 dr;ksdrcl,li 1`,nhref{ y CFI Ce rn{ r7ilid, 80683 n,s tro•s+,.,-nefiahidar mMess'e�lnest0. 1,'Ll usulpedaslltals6,i[ pwdSa4114$ iw�+{I(S613fi:ti/11T 15&t eaelnenl rm'rdl.,fir 1Nltfiar8,ieq hh�,,fititsd8.1 xOsrp,tititk nedirt Emhf eynkss 445i St 1-66e'BIVd, ' ittrvmkhadlrr(aila'larulgl rw?�sljrtgrc ti,d,,::tiafnioa:urPamnc�rnlsuyo<ii r rtornnrsr�rnar gaaiar,_3,uRrndndxs;rst�aixinl:,. 'F&t:Pler_e,FL.34940 (epnigh1�1016 A•I,R.alilnsszs-Aathn�y i,7,mScil('P.F,Rtyodotliae�I)hrsdammem;nnny hrm,ispio6�iied«tlhom thepiilfenpnreistianhcmAli�at[msizC,At'll yf Nehb III,P.I Job Truss Truss Type Qty Ply XCAS6519DS CJ3 CORNER JACK 6 1 LbA0187989 Reference optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:40 2017 Page 1 ID:91ftG—OBvLYIHkWNQ51ANUyEl5q-kFi6BOrvVMW2i2 Sfmabae3Ot?Ca71biTEg5fszhyoX 1 4-0 2-11-11 1-4-0 2-11-11 3 4.00 12 2 T1 rL 1.5,x4 II c? , 1 B1 �. 4 5 4x6 II I 2-11-11 2-11-11 Plate Offsets(X,Y)— [2:0-0-9,0-1-12],[5:0-0-0 0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.00 4-5 >999 360 MT20 244/196 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.00 5 "" 240 Weight:13 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 4)'This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 BRACING- bottom chord and any other members. TOP CHORD 5)Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 2-11-11 oc 6)Provide mechanical connection(by others)of truss purlins, except end verticals. to bearing plate capable of withstanding 67 lb uplift at BOT CHORD joint 3 and 166 lb uplift at joint 5. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 69/Mechanical 5 = 256/0-8-0 (min.0-1-8) 4 = 28/1VIechanical Max Horz 5 = 92(LC 8) Max Uplift 3 = -67(LC 12) 5 = -166(LC 8) Max Grav 3 = 69(LC 1) 5 = 256(LC 1) 4 = 55(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-228/599 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=11ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. en.ul Fls<n rc:Sdrrria nr IIlU 11RS3 k_Ti;tc3u itGif 6,1'C 11„4f,7SFCiIj UP3`t d'Sual(LaL[lt'Lva lntlrk-jet .srrsrdred ee�s 4sinssies}r7 ynlr;ekd 4smgl:Trza�lA:[ G4sea.SksrEeiaen�G.1;u C2m�u cadwee lCO,erlr u(iiaxeupmsixllknrl4sr+eGOakrd(a Inno,azFij xt-sjwrlyGj, nssir(wlrb;rgrrumnscgtaeanranrerjrtql igr.srourtaQ�3zlm7eeiSenork7 srJxlcen:too Ir entfll.T,'in�r x�re;IxGei 61ers.salill4¢ Arithcn.T.TiirnboiIt P:E: oe:i�an � �Itit3 i n at L'rdmsc fsC :' m �l;z iarEayr a �r,mn.(A ldn @;nrli(NsseS el:tr;r� nrj rre tt,��nrmn In/A?! �I t,r;smargk.>;.An j usm u er,! ;;d[ten r �I�d' y .80083 n1;"t rtws an as Gelidsr lA rst s dan.lA iPz isusule lwrd sdneW,4 rbeM rcSfinlfi ln.IlSpid53ellt l* SSA ciiel� (4sryi7dptass.lHles4xs niresjrukS�es eslfe6isinls0•s-su;,irssCe.,p :ieereel lrtsstul an s,rekss � - � enents_r FredYresnngfignpp?wj&rg ll it qn sliniM;dNrrot OEs w,[rgoariil'�I neRrl ep Aei(tri,7rrLnss Srsls Gia±axrg9allnt.dll iprAolid xx;nnsE�edxrfl,l - 51 St LUde @(Vd, � - Fort Pier_e,FL 34940 - Cep�iiyht�7p1G Al i.ni(mssec-kihpnyl T.m§s iil P.E;Repi"odudioLd 16i5 do[wneoCin Bup fnim,is pro6Eiltd.wilhoul lfie drinenptimissiea lmei Ad G,:at(rUSixs:,A5i6ony'Cj�o11L AP; Job Truss Truss Type Qty PIY A0187990 XCAS6519DS CJ3C CORNER JACK 2 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:40 2017 Page 1 I D:91 ftG—OBvLYIHkWNQ51 ANUyEl5q-kFi6BOrvVM W2i2—Sfmabae34l?Cb716iTEg5fszhyoX 3-4-0 2-8-11 ,3-0-03-3-11„ 1-40 2-8-11 0-0-5 1.5x4 II 4 4.00 F12 3 9 T1 0 2 N • W2 1.5x4 II 1 131 Li 0' S p• 6 & A 1.5x4 II 7 3x6 II 3-0-0 1 3 4-0, 3-0-0 0-4-0 Plate Offsets(X Y)— [7"0-3-12 0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.02 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.02 5 >999 240 Weight:16lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)•This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20-Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING- 5)Refer to girder(s)for truss to truss connections. TOP CHORD 6 Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 3-3-11 oc to bearing plate capable of withstanding 72 lb uplift at purlins, except end verticals. joint 4 and 193 lb uplift at joint 7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 117/Mechanical 7 = 269/0-8-0 (min.0-1-8) Max Horz 7 = 110(LC 8) Max Uplift 4 = -72(LC 12) 7 = -193(LC 8) Max Grav 4 = 117(LC 1) 7 = 269(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-246/414 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)-1-4-0 to 1-11-10, Interior(1)1-11-10 to 3-3-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center- 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. an.u3 Fl sen egnr rain NIA lib 6'S S,'i�Zi3AItN56�Mfi i1CAS(Yf7Cuilrr3a Uk,tj[LwYEll;is I:er to t.Wn_(ne d tx+ m t 13 7 q�P",¢ktl knurl Tr t<IYI lekf SwEdrt n k v^cnse rll Ee ICC eclr Vdszw,,nr rlae qu iiare(x:rcau'I�r,>;1 as,teiso:s rtrixtu srmrM s'krin:sir a:a,pii�rrar:n eerr.„e�net >.Irerl7g 41,3 us+,rttl+(: du,,dee wi irzsl r�.de b�tco Ir a Im.ru 3vt,u9 zcl r A��c wl>s,:er. Anthcnp T."Td(rib6'IIF;P.E. of"rsrdrxs La ,tfr9 SI Ue r scieidceC k"Cewre,@mul rteLnii tallagC g: ";le d'tdF II I4 n( /F»Inlbxlfv7 n9 ut trl nx rt+�ddnr ND 1 ffien i'tl 1 s sd!hyk�irtT,I r4_"tshi rmallwttid`t tz ;vfeDi d. 80683 oe3alfutHnexmt 4ahetlrr lt(as +ItR+lfi / raiice Ir e�sdbt<h r(e�xsd Sahltlde Lsu{I(SCldfi!le11 I' lSdJ e�lele of ksl sd to d3€.InlfdiNStll fl4jnf:IM1�SO ritlKfARI!o,ray,im rbp,,"f r!"dr<r.nkp S Lu,de:elvn,. itle%+,nd6wd{ri!¢nalryHQ te`•ic:rgh,i7 rvuei lnrkst here Des.GTteifnECf11et 1Qry Oeiltxt iesi Asks Ltiiee"rAllis}:.Sll ieiArJtrl,rex n:rs'de9 rfle itFL F r 46'6'y .. orfPte cz,FL 3...-. ieppighr�2U16 A I R:oi irasses-lcih jays T m?p ilt,'P.F,Reeecdoit>F crthis dotumeoy n6np hrm,irpioh3iied ai 0at the vtinen peimistiao biro l l i�at Gnsszs Aithooy ij mFu.If,P.F. Job Truss Truss Type Qty Ply XCAS6519DS CJ5 CORNER JACK 2 1 A0187991 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:41 2017 Page 1 ID:91ftG_OBvLYIHkW NQ51 AN UyEl5q-CRG UPMsXGfevKCZfDU5g6sc5MP VxsUrrhuZfBlzhyoW 1-4-0 4-11-11 1�-0 4-11-11 3 4.00 F12 7 v • 1 m N 2 • 1.5x4 II 1 81 6 4 5 4x8 11 4-11-11 4-11-11 Plate Offsets(X,Y)- [5:0-4-9,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.03 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.07 4-5 >780 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 3 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MR Wind(LL) 0.00 5 "" 240 Weight:20 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)•This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING- 5)Refer to girder(s)for truss to truss connections. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied, except end to bearing plate capable of withstanding 122 lb uplift at verticals. joint 3 and 191 lb uplift at joint 5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 146/Mechanical 5 = 338/0-8-0 (min.0-1-8) 4 = 47/Mechanical Max Horz 5 = 130(LC 8) Max Uplift 3 = -122(LC 12) 5 = -191(LC 8) Max Grav 3 = 146(LC 1) 5 = 338(LC 1) 4 = 94(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-292I726 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=12ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)-1-4-0 to 3-3-11, Exterior(2)3-3-11 to 4-10-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1r¢nur fl tm,n,urr¢i�¢me 11i0�i1L5S8 k.r;eEC33I f3d1 s.�so�4.eiristCuj•uf+9":U59a.[[5ufii'6n-fcerk p�¢^.uaEssnfn¢lu..su�srnss tesya'ae.w;!C:;c,d6etm rl L:t<�ir rread,sa¢ilrgr x.:.wm�;:anraalnee rsn,aEir Pdika-M ed'¢ dl lti lwrm iPC,l,ae e T s: n:;anMjti;q,v,M nl;>"¢ G ieulsdmi r si and fit Too 11,a"Irl 1.to u,i Anthc'ri''yT.'Toiritia Iii-P.E. • 1.s•da T rtyfir m¢rur ujdmeC E C-,:¢ex4sn¢¢li5xh:rnrr 30 rs u9.e d dr ILt4fx IMkxlaai6ag,ehaetrFl IhyTniddh(DD f..Vfi;id 111 T hd;tyk b;i S;_Esl leu usiusr ea.i t F. �njd 'Sd b¢x. C• s4ehi' 411M s,�dk h¢lC.ul,*r xCi[¢I I xiixs difetuL'x G wel1h'r Id¢a 1.(SII'��ell I"n!5£1 eueM Ik xd 083 , ,� .�r ¢ 1 r p (1 1. r" P:l 1r4i¢firs m¢tesj¢s4T7q,nk:nadm I n 0 srex,iassCe S o,.¢nnl Px:Yud¢hsn.,¢k¢s 4g51.St;LUde Blvd, eden!Rk&nikr¢aentt/igudq¢.¢ ,sfy.lr al r¢nxsf,6y;Y3e rrt 0¢sn6�7isi iiGlri 6r1¢p 0eiipar rLsSsld,Gjhwaf¢4¢t0y.xll aindlrelx e¢itefi,l itil For:-Pwr e,FL`;3494b (epjkig6t�lQld RI iaoifrossxs A¢ih9CyTJ.a,c,ll;F.I.Rt.rododix�fihss dn¢Cmeetin unYPorm,rs pio6iEiizi,riftout the mfienpe¢nis¢iaelrem.419 of trmuY-AethonrCT^m5o a(,P.E Job Truss Truss Type Qty Ply XCAS6519DS CJSC CORNER JACK 2 TJ.b A0187992 ference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@alt(uss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:41 2017 Page 1 ID:g 1 ftG_OBvLYIHkW NQ51 ANUyEl5q-CRGUPMsXGfevKCZfDU5g6sc7tPTgsU IrhuZfBlzhyoW -1-4-0 3-4-0 4-0-0 5-3-11 1-4-0 3-4-0 0-8-0 ' 1-3-11 5 Dead Load Defl.=1/8 in 4.00 12 4 4 16 3 1 x = 2x4= N • 1.Sx4 I I 2 W1 v 1 ri 6 8 7 n g 1.5x4 II 4x4 II 0-11-1 , 3-0-0 4-0-0 0-11-1 2-0-15 � Plate Offsets(X Y)- [2:0-1-12 0-3-9] [4:0-4-12 0-1-8] " LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.06 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.18 7 >348 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.20 7 >313 240 Weight:24 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)`This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. SLIDER 5)Refer to girder(s)for truss to truss connections. Left 2x4 SP No.3 0-11-15 6)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 130 lb uplift at TOP CHORD joint 5 and 218 lb uplift at joint 2. Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 6-M oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 182/Mechanical 2 = 368/0-8-0 (min.0-1-8) 6 = 23/Mechanical Max Horz 2 = 149(LC 8) Max Uplift 5 = -130(LC 12) 2 = -218(LC 8) Max Grav 5 = 182(LC 1) 2 = 368(LC 1) 6 = 47(LC 3) FORCES. (lb) Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)-1-4-0 to 1-11-10, Interior(1)1-11-10 to 5-2-15 zone;cantilever left and right exposed;C-C for members and forces 8r MWFRS for reactions shown;Lumber DOL=1.25 plate grip D OL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -arnul Fl s!fiure4U(rziu Cu 1l10�r➢6i3 5.3;:nR3.U1 U156.�%0I1>fS(JE1P01 Wr3:i Uk9N:[CeYtkT.h -I iiht<1_txo�d s N i R r s ii 3 N uI�(r adtle tth rl ir-!<I15t tdtt Tfueitetae.c W ssCuiu cl lnGe tkO;dr FhTzk.snu�spWrisxG tisseik SeICGsile sdt is lass Obrs hinax¢s:5lewCt.Fi! rl tl:sxlyexfi67q soli mreelYtt An pv' ed.Sg a y ngwG4i.F:.x kvlsd:k shlki ll.a:latle NCadr uttlRl;TSitt pur�rus,lr is lcu s.snnSi!u,' AnthCfiy"T-Tomb0-lil,.f'E_ o4 rsedrr ssisi+rlsilG sn,uf'i�uidaaC.m S:C'ien ntlrrmtyrtnd:ixi€c37 mantle d Idt II_NIS(eis.s lril7 lGnid /iEFi he yp�is ldNlDU IojfieUn tllef .¢GsG jferisl 1.E,aslil wwot4 rsSdi 4z {ssAnjd• '80083 neS::ilcrC•spxas[id+r� Allnt a 6•ID /YerrtCi¢? Irsd sdWl.ik�r[rryxdSte:rl�[altluAlSfjldfidz/{RitfSLAe)ifnl t��+sdpiisae.lFrlefixsdliejnx'sihss,nla7�isAtl I ss0s:-ra;iieisCe y.je7rerotinssYmhdn tukss gg515f.LUCIB�IVd, I'I ' jtlmn€Med!r(zsniij_sQn9lt �!�IrtArn si,ssldik(rts Crs_Felmii is L7fn C11y0iil}xt rl t ...., nM.[q�at rrunp.dNiftldadn.dnta£s1srFl1' roit':Pler-z,FL;3444b � (dppight�1Q16A�.li of irosszs-.lothnnyiTa:aittP.F.Rrr�odiz:d(hu dommeofin onyform sprohitiizd wdhBut lGeiymenpemissianGomA li alUasuC-llyidonrT T,e^c N(:p.F, Job Truss Truss Type Qty Ply XCAS6519DS D01 COMMON 1 1 A0187993 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:42 2017 Page 1 I D:91 ftG_OBvLYIHkWNQ51 AN UyEl5q-gdgscit9l zmlxM8mBc3f39KTohFbtk?wYJCjkzhyoV 5-3-10 9-10-0 14 4-7 20-4-0 5-3-10 4-6-6 4-6-7 5-11-9 4x4 II Dead Load Dell.=1/4 in 4.00 12 4 1 1.5x4 1.5x4 173 5 18 0 �l 4x6; a 2 3x4 zzz- 6 HW1� 7 o } i o. _._ _..... t6 19 8 20 21 4x10 11 5x8= 4x6 11 9-10-0 204-0 9-10-0 10-6-0 Plate Offsets(X,Y)— [1:0-3-8,Edge],[4:0-2-12,0-2-0),[7:0-3-13,0-1-51,[8:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.41 8-15 >601 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.70 8-15 >349 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.15 8-15 >999 240 Weight:89 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 NOTES- BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered WEBS 2x4 SP No.3 for this design. SLIDER 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Left 2x6 SP No.2 2-0-0, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Right 2x4 SP No.3 1-6-0 h=13ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope)and C-C Comer(3)0-0-0 to 5-1-5, TOP CHORD Exterior(2)5-1-5 to 9-10-0,Comer(3)9-10-0 to Structural wood sheathing directly applied or 5-1-8 oc 14-11-7 zone;C-C for members and forces&MWFRS purlins. for reactions shown;Lumber DOL=1.25 plate grip BOT CHORD DOL=1.25 Rigid ceiling directly applied or 4-1-4 oc bracing. 3)Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracingbe installed durin truss erection in � 4)This truss has been designed fora 10.0 psf bottom accordance with Stabilizer Installation nijide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 5)'This truss has been designed for a live load of 1 = 915/Mechanical 20.Opsf on the bottom chord in all areas where a 7 = 915/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 1 = -80(LC 13) 6)Refer to girder(s)for truss to truss connections. Max Uplift 7)Provide mechanical connection(by others)of truss 1 = -320(LC 8) to bearing plate capable of withstanding 320 lb uplift at 7 = -324(LC 9) joint 1 and 324 lb uplift at joint 7. Max Grav 8)This truss has been designed for a moving 1 915(LC 1) concentrated load of 200.01b live located at all mid 7 915(LC 1) panels and at all panel points along the Bottom Chord, FORCES. (lb) nonconcurrent with any other live loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 1-2=-824/0,2-17=-1643/1860, 3-17=-1575/1861,3-4=-1360/1504, 4-5=-1378/1490,5-18=-1705/1975, 6-18=-1794/1961,6-7=-1285/487 BOT CHORD 1-19=-1563/1502,8-19=-1563/1502, 8-20=-1752/1654,7-20=-1752/1654, 7-21=-916/574 WEBS 4-8=421/540,5-8=-479/732, 3-8=-332/540 6cy N! U.*A tlrw+m.it I'l sllljENQ0ftk 1 i ecr"rf t_SI Arr 4i 166:'c G U."r harm dsl le[P LenadiNdi ti its'is{c r(IC{;n!-s ull qt urot.t toetSrt;rde!t ne 7'tudar„!>M fu3!'{O,atlj uitl;xaelt pkT.s:ltttn•SI nel a.stld p a1 t a.ipEepate s.patslft.,!,Ca terse+nrlpPap s texm;!ptst r rthrsrejir�enp.ltiashl:7fHhte ad5eadpi:i s npl.trdad!t90 dr et IPIL.idrdt nttvpaa..lrsptt#asssri4rrc �iStdMti it L*-I ti r st,uu!r r t lt.Ladtr yr U .lertL Ezt+3 n,re[u 19&S;pt C[uE�l ddrta Sa!s2 R(I fie rsd a Iv$W a'iiil t 11t-s[c,Sn! tla e•Y•kC.+: �ke.y t[el6 ht tua.'ui;!(� Anthony 7 Tornbo tti,P.E., .' 2!t.a{ nd(diee 'dutst9Meka r`ataprati es afp has+Pr{.� 6-pas•fd� a etCNri'At1dK exdSd pda "1k+{ Ipad;�n#�:es#etesd awdtirl fAeirRr ss T,tn:Geis 6pntt al:r,4adsfis;n:eis 4451S ..i10EP.-t3iVd. .:.s+is d !4 Ce:Th tgesdr{ a+rr:mit+d,pa�et aahed;:Rtl xyup.!Ee{nEsuR7l et trF ap.e:;:,trer stSrsr aEriae last in}b,;ulm dh,sin:a:da e.lal{bl... itPet.,1ce,FL Blvd.. Cipyn0.1C'H16-Al 161bissrs.Aithesy Limbo III,P.L Rapridaniaa of[his dammtatin anyftta;is ptaUth'a.A"'I the mirm F"e'ss;er.tic.A-1 bdhgkttfcAilb ngl.Te bs lll:P.G FCa s Job Truss Truss Type Qty Ply ' A0187994 XCAS6519DS D02 COMMON 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:42 2017 Page 1 I D:91 ftG—OBvLYIHkW NQ51 ANUyE[5q-gdgscit9l zmlxMBmBc3f391—ohsbtp?wYJCjkzhyoV 1 4-0 5-11-9 10-6 0 15-0-7 21-0-0 1 4-0 5-11-9 4 6-7 4-6-7 5-11-9 4x4 II Dead Load Deff.=1/4 in 5 4.00 12 1.5x4 1.5x4 224 6 2324 • 4x6 21 3x4 3 7 1.5x4 II 2 1 8 —{A o 25 26 9 27 28 • 5x6 11 5x8 3x6 I I 10-6-0 21-0-0 _ 10-6-0 10-6-0 Plate Offsets(X Y)— [2:0-4-5 Edgel [5:0-2-12 0-2-0) [8:0-3-13,0-1-51,[9:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.41 9-13 >614 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.71 9-13 >356 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.16 9-13 >999 240 Weight:97 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30*Except' T2:2x4 SP No.2 WEBS BOT CHORD 2x4 SP No.2 5-9=-441/565,6-9=-476/717, WEBS 2x4 SP No.3 4-9=-374/594 OTHERS 2x4 SP No.3 SLIDER NOTES- Left 2x6 SP No.2 2-2-0, 1)Unbalanced roof live loads have been considered Right 2x4 SP No.3 2-0-0 for this design. BRACING- 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) TOP CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Structural wood sheathing directly applied or 4-2-13 oc h=13ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS puriins. (envelope)and C-C Comer(3)-1-4-0 to 3-8-10, BOT CHORD Exterior(2)3-8-10 to 10-6-0,Comer(3)10-6-0 to Rigid ceiling directly applied or 2-2-0 oc bracing. 15-6-10 zone;C-C for members and forces&MWFRS MiTek recommends that Stabilizers and required for reactions shown;Lumber DOL=1.25 plate grip cross bracing be installed during truss erection,in DOL=1.25 accordance with Stabilizer Installation guide. 3)Plates checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 4)This truss has been designed for a 10.0 psf bottom 8 = 925/Mechanical chord live load nonconcurrent with any other live 2 = 1058/0-8-0 (min.0-1-8) loads. Max Horz 5)'This truss has been designed for a live load of 2 = 91(LC 12) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = -327(LC 9) bottom chord and any other members. 2 = -439(LC 8) 6)Refer to girder(s)for truss to truss connections. Max Grav 7)Provide mechanical connection(by others)of truss 8 = 925(LC 1) to bearing plate capable of withstanding 327 lb uplift at 2 = 1058(LC 1) joint 8 and 439 lb uplift at joint 2. 8)This truss has been designed for a moving FORCES. (lb) concentrated load of 200.01b live located at all mid Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord, when shown. nonconcurrent with any other live loads. TOP-CHORD 2-3=-712/91,3-21=-1722/1864, 21-22=-1662/1875,4-22=-1635/1876, LOAD CASE(S) 4-5=-1393/1466,5-6=-1409/1516, Standard 6-23=-1723/1990,23-24=-1734/1989, 7-24"-1813/1983,7-8=-1 3341535 BOT CHORD 2-25=-1 637/1577,2-26=-1 637/1577, 9-26=-1637/1577,9-27=-1716/1681, 8-27=-1716/1681,8-28=-949/603 WEBS 5-9=-441/565,6-9=-476/717, 4-9=-374/594 ifusit fltn irm,:lp:e?xxHr:t S i1t0'vw SE119'}Ex8S1�E4S StUh4rWA5f�1d"E.e EIIS[t7W".16!t NC Mts.terSj ttcttrnue'tlsntn4ty attiL rtsf f p.mrg lF[�ul�I fierpf_a.x41;1 te'r e�Stlttfih,ts I�cska-cc L...la Z4 11 u iei iut td(tsfs:fai6en>;t eulLuit+e�f tt is.is fep se,Sptc[Sgr-i�Slp!13fAM1Jp1(<Qiip t4fM t:lISt15Nt ISI/PIt4".fiG9lSq IIP'tfp:li1.i6ffCN rff fip!7]tSiiti3llili/p1tl ht(ip t Ht4111�:tthiil3 xaptiN__tYFi3 ki-:lill3!. �jfl T.Tombo-It�P:E:: ,rd�se�'M( tun 4^:IS 7uu ttiaew'p!N en,te C.titfs e.T.i itp Jaffe tr.!pk}+rt,io tit a¢Adl4 flL,#f�et 0.1 dtrYrp e ue NI Ik ypiltletlel She ai 5eiSs,td3tt ixtst ELd Sftt is`r+bLv�ht�s+�Lte la 4?+-r i;st y=$t7Q83 .. Se EdAry ;i l;lo vi SAtztri l6j('WpSnet praktei t[mkr itrL tafKate 5ry tdusu itjitN.p.tGsi;lF�1mSL} ',de PaMiih�el5rifnn t7 lrs sisnipa 5^erlfti.ittt(s ...,.Iki fq :[tiara atirss V.s�ztas,nttss 4451 S.Lucie Blvd, tnseisplcecS,i rdge n„inipEjeGprraessnbt jtLrss3.iryatgM-i h�dita ctreigs,e(tss.��tra��ant+sptha:p;�crefdaaBlessrued SattF(s' FottPere,FL 34,946 •� C"yngMV 5716 A-1fidheists-kiKeg1:11mbo 111,p.E.itpioduttion ci l@rsdotumiet inunyf tads pia¢i6ited ,t6zcufiiyti@�n peratizsiac:femAli6ol tro sir-Anlbe;ylaes-3elll:Pt Job Truss Truss Type Qty Ply XCAS6519DS D03 HIP GIRDER 1 1 A0187995 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:43 2017 Page 1 I D:91 ftG-OBvLYIH kWNQ51 ANUyEl5q-8gOEp2unoHucZW'il Lu71CHhSHC01 KMo89C21GBzhyoU 9-2-0 13-2-0 -14-0 f 3-0-0 S2-0 6-6-0 7-10-OS 0 9 10-6-0 11-10-0 12-11-7 14-6-0 15-10-0 18-0-0 21-0-0 1-4-0 3-0_0 1-4-0 1-4-00-2-9 1-4-0 1-1-7 1-4-0 1-4-0 2-2-0 3-0-0 1-1-7 0-2-9 4x4= Dead Load Defl._1/4 in 10 13 57 15 7x10 58 8 T2 17 4.00 F12 7xl0 6 4x 0 4 1 16 3x4 5;- 4 3 _ 3x4 3 "T4.22 23 0 2 _ .. .......----..._ ............PIP c6 11100 44 28 45 46 47 27 48 49 50 26 25 51 52 53 24 54 55 3x8 11 4x8= 3x4= 4x4= 3x8 11 3-0-0 8-0-9 12-11-7 18-0-0 21-0-0 3-0-0 5-0-9 4-10-13 Plate Offsets(X,Y)- [2:0-4-5,Edge],[4:0-3-8,Edge] [21:0-3-8,Edge],123:0-4-5 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.10 24-25 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.33 24-25 >764 240 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.06 23 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Wind(LL) 0.17 24-25 >999 240 Weight:139 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 6)Concentrated loads from layout are not present in BOT CHORD 2x4 SP No.2'Except' TOP CHORD y B1:2x4 SP M 30 2-3=-358/187,342=-1759/830, Load Case(s):#101 1st Moving Load;#201 2nd WEBS 2x4 SP No.3 4-42=-1723/822,4-5=-1069/540, Moving Load;#301 3rd Moving Load;#401 4th OTHERS 2x4 SP No.3 5-7=-1069/540,7-9=-1069/540, Moving Load;#501 5th Moving Load;#601 6th SLIDER 9-11=-1069/540,11-12=-1069/540, Moving Load;#701 7th Moving Load;#801 8th Left 2x4 SP No.3 1-6-0, 12-14=-1069/540,14-16=-1069/540, Moving Load;#901 9th Moving Load;#1001 10th Right 2x4 SP No.3 1-6-0 16-18=-1116/595,18-19=-1116/595, Moving Load;#1101 11th Moving Load;#1201 12th BRACING- 19-21=-1116/595,21-43=-1995/968, Moving Load;#1301 13th Moving Load;#1401 14th TOP CHORD 22-43=-2032/975,22-23=-787/388, Moving Load;#1501 15th Moving Load. Structural wood sheathing directly applied or 2-10-4 oc 4-6=-1126/526,6-8=-1085/522, 7)This truss has been designed for a 10.0 psf bottom puriins. 8-56=-1070/547,10-56=-1064/542, chord live load nonconcurrent with any other live BOT CHORD 10-1 3=-1 051/579,13-57=-1025/574, loads. Rigid ceiling directly applied or 5-114 oc bracing. 15-57=-1049/582,15-58=-1064/551, 8)'This truss has been designed for a live load of JOINTS 17-58=-1071/556,17-20=-1087/530, 20.Opsf on the bottom chord in all areas where a 1 Brace at Jt(s):16,12,9 20-21=-1128/535 rectangle 3-6-0 tall by 2-0-0 wide will fit between the MiTek recommends that Stabilizers and required BOT CHORD bottom chord and any other members. 9)Refer to girder(s)for truss to truss connections. cross bracingbe installed during truss erection,in 2-44=-819/1638,28-44=-819/1638, g 28-45=-854/1671,45-46=-854/1671, 10)Provide mechanical connection(by others)of truss accordance with Stabilizer Installation uide. 46-47=-854/1671,27-47=-854/1671, to bearing plate capable of withstanding 454 lb uplift at REACTIONS. )Ib/size 27-48=-960/2127,48-49=-960/2127, joint 23 and 573 lb uplift at joint 2. (23 = 957/Mechanical 49-50=-960/2127,26-50=-960/2127, 11)This truss has been designed for a moving 2 = 1090/0-8-0 (min.0-1-8) 25-26=-960/2127,25-51=-921/1930, concentrated load of 200.Olb live located at all mid Max Horz 51-52=-921/1930,52-53=-921/1930, panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 24-53=-921/1930,24-54=-894/1914, 2 = 91(LC 42) 12)Graphical purin representation does not depict the Max Uplift 23-54=-894/1914,23-55=-292/606 size or the orientation of the purlin along the top and/or 23 = -454(LC 5) WEBS bottom chord. 4-27=-151/435,16-27=-281/230, 2 = 573(LC 4) 13)Hanger(s)or other connection device(s)shall be Max Grav 12-13=-242/40fi,21-25=-64/311 provided sufficient to support concentrated load(s)175 23 = 957(LC 1) lb down and 154 lb up at 3-0-0,51 lb down and 66 lb 2 = 1090(LC 1) NOTES- up at 5-0-12,51 lb down and 66 lb up at 7-0-12,51 lb 1)Unbalanced roof live loads have been considered dawn and 66 lb up at 9-0-12,51 lb down and 62 lb up FORCES. (lb) far this design. ( ) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust at 11-0-12,51 lb down and 66 lb up at 11-11-4,51 lb Max.Comp .Max.Ten.-All forces 250(lb)or less except ) down and 66 lb up at 13-11-4,and 51 lb down and 66 when shown. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; lb up at 15-11-4,and 175 lb down and 154 lb up at TOP CHORD h=12ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 17-114 on top chord,and 58 lb down at 3-0-0,18 lb 2-3=-358/187,342=-1759/830, (envelope);Lumber DOL=1.25 plate grip DOL=1.25 3 Provide adequate drainage to prevent water down , 8 lb do, n lb down at 18 lb d,w lb down at 4-42=-1723/822,4-5=-1069/540, ) q g p 9-0-12,18 lb dawn at 11-0-12,18 lb down at 11-11-4, 5-7=-1069/540,7-9=-1069/540, ponding. 4 All plates are 1.5x4 MT20 unless otherwise 18 lb dawn at 13-11-4,and 18 lb down at 1. Ti-4, 9-11=-1069/540,11-12=-10691540, ) P 12-14=-1069/540,14-16=-1069/540, indicated. and 58 lb down at such 4 on bottom chord. The 16-18=-11161595,1 8-1 9=-1 1161595, 5)Plates checked for a plus or minus 0 degree responsibility bility of of such connection device(s)is the rotation about its center. responsibility of others. 19-21=-1116/595,21-43=-1995/968, 14)In the LOAD CASE(S)section,loads applied to the 22-43=-2032/975,22-23=-787/388, face of the truss are noted as front(F)or back(B). 4-6=-1126/526,6-8=-1085/522, 8-56=-1070/547,10-56=-1064/542, Continued on page 2 tlea'sr•flzn¢sra>idr;eesr !It nl[USi6fSEL3'E.X7tt't24 BCJWI;7a5 tefl�d'rc"[i'I.:{S7Rip3rA 4t Lairs.:S..iAr hiei pno-cn[ssattM•S as Ri sun&np,r if1[[;t¢fpt[hta¢gl:(o-cr;l,9,/..le.rrat 5'•_rnElatt ne.l�"asrakr.a[>„d tdr W'sef.aax Jr pS.sdm.ir?swlitu lCFteat.o-!d e( st .Spie rt SpE[Irf.gio-rr tt ao-rylRDatpattat [Fi':rxkerakt ul.Sie Np rcsewst+Ihf��r[sl crr.sctfals .pisrdmmeljPadp uttt tfll.ruff r'n aapaae.l>:tgo-s.a_ia:rp zd.sedr✓t bray S�J[ t+ :[ �e:rdrE t sv Caetisea�n tt,=dardeE e ➢ Cx'oa i>d];!e M¢in I¢dr e !s<iPii 1 •A1lkh0lty T.TOn760:I1,G.E:, +xl t I3G.ia '. p¢ y}Fitl ISfBw p.'H td kt. <-xvp Wd pmt liv, - a�sFd(kKr t<mR#':td $'�QS3 , ' SeMary �:ot(set;is Sdsars.leal ettir PSntna prxktseet pnl nsdu�eale„I.-Ixu 5 rihhzcfn rctrN tdN mS led,eu47 i^dam•a ih kr sS[up=a t1 Res a.tl9iidn f ss.es ,iF;�sM a¢E:.s asai'arr krma?as;a'ui tgkir lsnr iraa(s.'(vtl ee!¢4 rfia t.d a¢s irl..pei ss S & -Sali,W 44515 ..I1Cse Ellyd• p ry 9 r A i 9a.Vs' ( shslarJ¢e ri t e} :¢prt aeiY..mcP.°d Iri-i, 'Fort Pierce,FL 34946; Copyriy[st?1118 A 1 Res3 Lasses-Amhc5y I.iam6o III,F,E i piod4oron ct It8 do[onert,in any[am,is pmh3rted=il6,.¢t the nri@[n p[amasur,from A-1 loaf irasut-dniia4qlaes3c 111;P.E J Job Truss Truss Type Qty Ply XCAS6519DS DO3 HIP GIRDER 1 1 AO187995 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:43 2017 Page 2 I D:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-8gOEp2unoHucZWi 1 Lu7lCHhSHC01 KMo89C21GBzhyoU LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) - Vert:1-4=-70,21-23=-70,32-36=-20,4-13=-70, 13-21=-70 Concentrated Loads(lb) Vert:26=-8(F)28=1(F)24=-1(F)10=-0(F)6=-O(F) 15=-0(F)20=-O(F)42=-2(F)43=-2(F)45=-B(F) -47=-8(F)48=-8(F)50=-8(F)51=-8(F)53=-8(F) 56=-0(F)57=-O(F)58=-0(F) Mxsi)Flmv firrse411r nie[x 1r10.11CStiyiy 1,.SI1u IElm56(ilvin iSrOP.C913u'd"j.Uf7b.EaaA.%Rtaa letli tesppre,nix x/ieelu s ^as tnss2n;s0 grf[.`,.akl6e nhaf l.Lzk lly t..th.zStentehreni PslessC.mistcadatif60,;e0j �. qd=.keskvtt tknssall ltuelk 3et00f F5)dtl tnss t•srs tirnaT{'SreorMSt�v-tn•s lnm[ttii gxusri, cr+?actan psspelu,�on iy.sy�tnhtpti:3t![s+Isd*emsk in !}9do,tie SOC li rx 1t41 ram.lr ESa�Kus,1�sS tL^uss„w biiry- ulnld�; S liti is ite seirdmC.e•Fa Cen rAlx¢n'triniidntlm s.":e;®?e ss 1dt41Y flet!(d Pn k�talG d lirl R+ -ds[h Ito in fi5! st'arirrs ca%Fn the M Nt[flCfly.T 80083 llFb P.E: 80G83.. 118t1Nrt•sigx ns[ihiax AHegesSt drt_n IC I;tx rsx5ttsilgrd sesf>sluSl4 pud SvkYlhaLts(I(SCr:{fi:2ilftl• t53CA ntadne lase sdpl3et lt4ltixi@ixcln'n1�11lTatitsA0.*l asst sxetrsatCt,}+nr_,tt rl In sCnd dx s.itkis. 4451:St Lucie Blvd,. yrxtortxw:gif:yr�:sidrd.tuinsDt;.El�sirstlntt{ Dili xltx<rasstirk;a� follist.311iitndlsl+s n :f�! tu. •Ferf'.Pierce,FL;3494b Lipj�ig6sDIG1GANIntlitaws Ad6�tyT7�m�tIl($E;Rter�danian"altlisdtcomm;inonylera�,sspto62i(td,•uihaatthemmenpetmnxaaGemA�IlttTtat"szs=Athtayf-T,cla.IfP.F Job Truss Truss Type Qty Ply XCAS6519DS E01 HIP GIRDER 1 1 A0187996 Job Referenc�(optionai) At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:44 2017 Page 1 I D:91 ftG_OBvLYI HkWNQ51 AN UyEi5q-c0yd 1 OvPZaOTBgHEuceXkUEf1 cQg3pRINroJodzhyoT 1-4-0 3-0-0 6-4-0 9-8-0 12-8-0 14-0-0 1 4-0 3-0-0 3 4-0 3-4-0 3-0-0 Dead Load Defl.=1/8 in = 4.00 12 4x4 3x4= 4 4= 2 5 2 6 3x4 3x4 3 7 0 1.5x4 II 2 1 2 1 8 1.5x4 If r °D 1 9 O m 6' e � 28 11 29 30 31 10 32 a� s n 3x4= 3x4= 4x4 11 4x4 11 3-M 9-8-0 12-8-0 3-0-0 6-8-0 3-M Plate Offsets(X,Y)— [2:0-2-13,0-2-131,[8:0-2-13 0-2-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.13 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.26 10-11 >579 240 BCLL , 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) -0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.22 10-11 >700 240 Weight:63 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 11)In the LOAD CASE(S)section,loads applied to the WEBS 2x4 SP No.3 1)Unbalanced roof live loads have been considered face of the truss are noted as front(F)or back(B). OTHERS 2x4 SP No.3 for this design. SLIDER 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Left 2x4 SP No.3 1-6-0, Vasd=132mph;HVHZ;TCDL=5.0psf;BCDL=5.Opsf; LOAD CASE(S) Right 2x4 SP No.3 1-6-0 h=19ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Standard BRACING- (envelope);porch left and right exposed;Lumber 1)Dead+Roof Live(balanced):Lumber Increase=1.25 TOP CHORD DOL=1.25 plate grip DOL=1.25 ,Plate Increase=1.25 Structural wood sheathing directly applied or 5-6-1 oc 3)Provide adequate drainage to prevent water Uniform Loads(plf) pudins. ponding. Vert:1-4=-70,4-6=-70,6-9=-70,14-20=-20 BOT CHORD 4)Plates checked for a plus or minus 0 degree Concentrated Loads(lb) rotation about its center. Vert:4=-2 F 6=-2 F ( 11=-1 F ( 10=-1 F 5=-0(F) Rigid ceiling directly applied or 4-7-11 oc bracing. 5)Concentrated loads from layout are not present in 26=-0(F)27) (-0(F)29=-8(F)30=-8(F)31=-8() MiTek recommends that Stabilizers and required Load Case(s):#101 1st Moving Load;#201 2nd cross bracing be installed during truss erection,in Moving Load;#301 3rd Moving Load;#401 4th accordance with Stabilizer Installation guide. Moving Load;#501 5th Moving Load;#601 6th Moving Load;#701 7th Moving Load;#801 8th REACTIONS. (lb/size) Moving Load;#901 9th Moving Load;#1001 10th 2 = 679/0-8-0 (min.0-1-8) Moving Load;#1101 11th Moving Load;#1201 12th 8 = 679/0-8-0 (min.0-1-8) Moving Load;#1301 13th Moving Load;#1401 14th Max Horz Moving Load;#1501 15th Moving Load. 2 = 39(LC 34) 6)This truss has been designed for a 10.0 psf bottom Max Uplift chord live load nonconcurrent with any other live 2 = -735(LC 4) loads. 8 = -735(LC 5) 7)'This truss has been designed for a live load of Max Grav 20.Opsf on the bottom chord in all areas where a 2 = 682(LC 15) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = 682(LC 16) bottom chord and any other members. 8)Provide mechanical connection(by others)of truss FORCES. (lb) to bearing plate capable of withstanding 735 lb uplift at Max.Comp./Max.Ten.-All forces 250(lb)or less except joint 2 and 735 lb uplift at joint 8. when shown. 9)This truss has been designed for a moving TOP CHORD concentrated load of 200.01b live located at all mid 3-4=-888/1053,4-26=-823/1002, panels and at all panel points along the Bottom Chord, 5-26=-823/1002,5-27=-823/1002, nonconcurrent with any other live loads. 6-27=-823/1002,6-7=-888/1053 10)Hanger(s)or other connection device(s)shall be BOT CHORD provided sufficient to support concentrated load(s)183 2-28=-899/800,11-28=-899/800, lb down and 160 lb up at 3-0-0,52 lb down and 69 lb 11-29=-1262/1165,29-30=-1262/1165, up at 5-0-12,52 lb down and 69 lb up at 6-4-0,and 30-31=-1262/1165,10-31=-1262/1165, 52 lb down and 69 lb up at 7-7-4,and 183 lb down 10-32=-912/800,8-32=-912/800 and 160 lb up at 9-8-0 on top chord,and 116 lb down WEBS and 134 lb up at 3-0-0,18 lb down and 55 lb up at 4-11=-305/314,6-10=-305/314, 5-0-12,18 lb down and 55 lb up at 6-4-0,and 18 lb 5-10=-385/361,5-11=-385/361 down and 55 lb up at 7-7-4,and 116 lb down and 134 lb up at 9-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ,q sh3 Fl tlmrllr rer�a h¢1110-rltS9 513 [i3ll IFliE16 OLG71 ES JS Gu{"W3t.11h7alf0oE1}7 b :l Ath a a r / N mtf s Ip7 RE^mtllr 4nut11 G rf lrs S7eerL leten r:lr L -eril de IPO rl U i.zwaG[}Id sivli SeeseltJraa'40nktr 1.15 la 0 mEiyn n{r Sr tr&(r_SH sxl ury'iR�,r m rcrr%ar+Enarro nd ngiu.,iiv3 rspue.Sf.3r lrs.�rl^�e suy4L !p^tfc 1's iCte Ir unrFll.ik sr.rru.rn�,Ee;,la'cy,u7�utsfltzSi!ry -- " tidm rrx yt Vta u�r 'dne�a a .ri me!pS aetaire, �r +�'pn rrir Ir;�e(cYeeln.hsixunufz llFil r rtlAne1GG ! r 13�dE 1n s.cdNa ran r sn waRlt r uu'r r r3n d Antheriy Tbmbo Ilt P-E: iw a-w r;t.,axi ritr eimat,;1.iLart rge:tls �)ahr I n dfi till I"nrEJ eeieMe sl r ra tr.' r- i w, 1 1 r, -80083 ' cr a �tel xsnrlesp�rna,maensent n �.,.ss�nEy,rKrtisr;mm;rrkss rge%*n ulwlhrrrener!'e!d ru rrta l.i,A rn� dcl,lcetro sOtaGa�ii i1471fir1'Ur ail yrtnssSM¢6a•e(a,a pri0r.,li ke lld nER,mnd¢fi laiRl - 44515t.Lurie Blvd, F6rt m6rce,FL 34946 Ceppigdr�.2p16A1 tahiLosses kihnepl i mic IIt;P.f,RetsodoNx sl this document,in ony formjs PiehiEgzd_wirhoot t5e ininen pu�issien Gea 4:I G,ot Gpsxt.Apthont;ia_e5d EII P.E: I 7 Job Truss Truss Type Qty Ply XCAS6519DS E02 HIP 2 1 A0187997 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:45 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 ANUyE[5q-4CW?Ekv1 Ku8KogsQSJAmHinsg0o3oHoRcVXsK3zhyoS 1 4 0 5-0-0 7-8-0 12-8-0 14-0-0 1 4-0 5-0-0 2-8-0 5-0-0 1 4-0 5x6= 4x4= 4.00 F12 4 5 3x4 i-::; 3x4 6 4 3 �( 1 N1 7 N 1.5x4 II 2 1.5x4 II 1 n 8 Ioo FT 0 s6 s 25 10 26 9 27 1.5x4 11 3x4= 3x6 II 3x6 11 5-0-0 7 8-0 12-8-0 5-0-0 2-8-0 5-0-0 Plate Offsets(X Y)- [2:0-3-1 0-2-1] [4:0-1-4 0-2-8] [7:0-3-1 0-2-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.04 10-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.08 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) -0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.08 9-10 >999 240 Weight:60lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30`Except* NOTES- T2:2x4 SP No.2 1)Unbalanced roof live loads have been considered BOT CHORD 2x4 SP No.2 for this design. WEBS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.0psf; SLIDER h=19ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 (envelope)and C-C Comer(3)-1-4-0 to 5-0-0, BRACING- Exterior(2)5-0-0 to 14-0-0 zone;porch left and right TOP CHORD exposed;C-C for members and forces&MWFRS for Structural wood sheathing directly applied or 6-0-0 oc reactions shown;Lumber DOL=1.25 plate grip purlins. DOL=1.25 BOT CHORD 3)Provide adequate drainage to prevent water pondRigid ceiling directly applied or 4-4-8 oc bracing. 4)Plates t Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and required rotation about its center. cross bracing be installed during truss erection,in 5)This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 6)'This truss has been designed for a live load of 2 = 663/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a 7 = 663/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 49(LC 8) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 590 lb uplift at 2 = -590(LC 8) joint 2 and 590 lb uplift at joint 7. 7 = -590(LC 9) 8)This truss has been designed for a moving Max Grav concentrated load of 200.01b live located at all mid 2 = 663(LC 1) panels and at all panel points along the Bottom Chord, 7 = 663(LC 1) nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-3=-281/462,3-4=-798/1798, 4-5=-710/1798,5-6=-799/1799, 6-7=-280/462 BOT CHORD 2-25=-1570f7O7,10-25=-15701707, 10-26=-1588/710,9-26=-1588/710, 9-27=-1520/707,7-27=-1520/707 WEBS 4-10=-302/234,5-9=-339/162 NiRiel Fl t.t seiElr¢:itE ilrO neSS31'...Tz�[c7A IiW569ltIWiS EUfICUS"Ufr�ifY.etlatEL5NEjT:hn-reilyky rxo.,�meNseslasaEas rnsss'esya9 reg�[F,ailtiel trujlL kiv;r 12 �Sleeslelne. _Crless e^axlse tai P.i ECV,eri 6n+zera�u dm ibUlza lkrxe'Ctulisdli trenonn E.rm sle,ste:rtly[ip t- a,�ie;g wsnav t~xaderr r,ln aEoMly sro,.sw i,•ax las. Exej�ik rn +yrea n-I trru tnE i:ee gu n,txcy !� wrs�aE. gntMhn.T Tmibo III,;P.E. a;r;rdr� wWrd�ier mt r r.::vraae rt o-e:� m ts}iFpts:tnu3tnsrer;wT.s msnr u;n<¢c�nrE�Em,�r,t„�mlel n,7t'�cfde ma iQi ti mn t 'aa,cyr,u�n,I psne6aa.s! xy.LEil t>•r _.rtn�d: 80683 n p,:=,i tasryevas(iortasr mac,ar at!,iiwlo sl4arae[(snlprid+esdtSFWG'I6 prxlSlEstil r.eta{IlSfjrd8,k11rI` :ssaeuim lurr xari>>: EEFEi�imft.nsj aw511Lsnfrd+.iiidro.t ssu s,x,boC:ea nF.t�efapl.i,cemnd-t.aksS 4g515t.Lu'�fe:8lyd,. iM.rrisi[eMdlrl(xnairyaCatn,e_Ns,It i1 plt.es krthN.1lef sDiru[f3i8111fr Ine(,.;Oep ail frtJtw Mes.[iliaSetal at rt911ry.tiiitlslrsl nra ne ailla5 lx;tn. _ r6h Pier-e'FL;34946 � C6ppight�1Q14'kl faaiTmsses lridnnyT.T.m,eJl;P.FRelalunix¢f ihisdocumeofin ony toim,is piodidiiad wadeuntii.iiiinenpltmis'siea her A;IFat Gusixs;.Fthnoy LT,eh'O III:P.E; Job Truss Truss Type Qty Ply XCAS6519DS E03 HIP 1 1 A0187998 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:45 2017 Page 1 I D:91 ftG—OBvLYIHkWNQ51 AN UyE[5q-4CW?Ekvl Ku8KogsQSJAmHins70oroH 1 RcVXsK3zhyoS 6-4-12 i -1-4-0 6-3-4 6ytA 12-8-0 14-0-0 1-0-0 ' 6-3-4 0 2 6-3-4 1-0-0 0-0-12 4x4 II 4 24 4.00 12 23 3x4 3x4 3 1 5 1.5x4 II 2 6 1.5x4 II 1 7 [o & °a: 25 26 8 27 28 t 6• 1.5x4 11 3x6 11 3x6 11 6-4-12 t 6-34 H10 12-8-0 ' 6-3-4 2 6-3-4 1 0-0-12 Plate Offsets(X,Y)— [2:0-3-1,0-2-9],[4:0-3-0,Edge] [6:0-3-1 0-2-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.10 8-21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.14 8-21 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) -0.02 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.09 8-15 >999 240 Weight:54 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3 h=19ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope)and C-C Comer(3)-1-4-0 to 5-5-3, SLIDER Extedor(2)5-5-3 to 14-0-0 zone;porch left and right Left x4 SP No.3 1-6-0, exposed;C-C for members and forces 8e MWFRS for BRACING--Rightt 2x4 No.3 1-6-0 reactions shown;Lumber DOL=1.25 plate grip TOP CHORD DOL=1.253)Plates checked for a plus or minus 0 degree Structural wood sheathing directly applied or 6-0-0 cc rotation about its center. pudins.T ROOT CHORD 4)This truss has been designed for a 10.0 psf bottom Rigid ceiling directly applied or 4-4-2 cc bracing. chord live load nonconcurrent with any other liveloads. MiTek recommends that Stabilizers and required 5)`This truss has been designed for a live load of cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation guide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 6)Provide mechanical connection(by others)of truss 2 = 663/0-8-0 (min.0-1-8) to bearing plate capable of withstanding 582 lb uplift at 6 = 663/0-8-0 (min.0-1-8) joint 2 and 582lb uplift at joint 6. Max Horz 7)This truss has been designed for a moving 2 = 56(LC 8) concentrated load of 200.01b live located at all mid Max Uplift panels and at all panel points along the Bottom Chord, 6 = -582(LC 9) nonconcurrent with any other live loads. Max Grav 2 = 663(LC 1) LOAD CASE(S) 6 = 663(LC 1) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-321/470,3-23=763/1742, 4-23=-670/1758,4-24=-670/1758, 5-24=-763/1742,5-6=-321/470 BOT CHORD 2-25=-1489/667,25-26=-1489/667, 8-26=-1489/667,8-27=-1489/667, 27-28=-1489/667,6-28=-1489/667 WEBS 4-8=-554/285 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1lneugFl tl glirrnia ie ritU,�➢1,53 f4j^,.6E43tti 0FS6U6fl71lit l951CYS'Nlt'3 i[ANu'SIFEpYEdI'-tca.lcdrd f�F diauflel sn2at trtsese lit 7rtnna�¢,,.;,SY lha,jlYz.¢IL';P_4!we,tf4sSLelir _Crless�enlse ca fnde l6h;nl� Gdtlixmtter ilehs kllke tia S iDoult PYf is iassOEi{masr t,SiutMtei kd nl-^*f iN'Rr sub nenln 6nep nisrg 0 •ir lrSt!3ee1",k,suikT ilyl h..IOC I/,as<triFi L.iult{u:rs{'2q lmtk{LL�ea.wt.S;i ni ntdC rrN trio Y ';r;ame is c: �em rrht -sn Weer[ a Be trt mida rc-.ertt lM 6xl}:� ea ed iri r d o reot�f..fi,Y �n r,;°ar fuels,ti tt,a,m weese ku>;tteri rs Arlthoriy T.Tomli&I ,PE t 80083. lie y:&rC SijxiRf 6a4i9n iflfti SSE eAuP Ifl tlxpk'us INt>rixselttt l�h{6 pvetl Yv`<jldt WaUlS0t 1lt1e11 r 15SA et/tint fkst d.{:ace.i8ltfinslietesl x'vlln nfi;LesetR 1 ssaru;7itis hrp ,eer.ullrt Ymietlnef.nkss _ Ilitisif]Ird3lt ltk71,i(IepNdtrt&. 1 1!Ar4flMi1nI91;7aernnot,-rla:ElRt rn la mepadpatrxlsats<nittilo�m i,6iij...SIIfE{tlditN rtrs'eftnddi Hilt) ... 4451.St LUCIe�IVd, Fort.Pierce,Ft-;34446 Gppsght�7016AdF.hiTrossas Apihpeyii.m�uOt:P.f,hpmdurf.vcfthisdotumeol;inhy form,isplehbptdvilhoulihesiinenpmm�sianhom.4li:attiussxf,l✓Shony,fLm5e0t:P.f: Job : Truss Truss Type Qty Ply A0187999 XCAS6519DS E05 HIP GIRDER 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:46 2017 Page 1 I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-YP4NS3wg5CGBQzRcO1 h?pvJyiQ93Xigbr9 HQtVzhyoR 0-0-12 14-M _1-4-0 ii 3-0-0 9-8-0 12-7-4 125-0 1-4-01211.d 6-8_0 2-11-4 0- -12 2 4x8= 4x4= 1-4-0 3x6 3x6 1.5x4 11 2 5 1.5x4 II 1 6 0 m 1 V3 W1 m v F7 16 9 17 8 18 10 7 3x6 11 3x4= 3x8= 3x6 l l 0-Qr12 3-0-0 9-8-0 12-7 4 12[3-0 0- -12 2-11-4 6-8-0 2-11 4 0---12 Plate Offsets(X Y)— f3:0-5-0 0-2-0] [4:0-2-4 0-2-41 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.11 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.16 8-9 >881 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.02 8-9 >999 240 Weight:97 lb FT=0% LUMBER- , TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf; WEBS 2x4 SP No.3*Except* Standard h=19tt;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS W1:2x6 SP No.2 (envelope);end vertical left and right exposed;Lumber Vert:1-2=-70,2-3=-70,3 4=-70,4-5=-70,5-6=-70, 20 OTHERS 2x4 SP No.3 Concent BRACING- DOL=1.25 plate grip DOL=1.25 Concentrated Loads(lb) TOP CHORD 3)Provide adequate drainage to prevent water Vert:3=-O(B)4=-O(B)9=-30(B)8=-30(B)13=-O(B) pondStructural wood sheathing directly applied or 6-0-0 oc 4)Platg. 14=-0(B)15=-0(B) purlins, except end verticals. rotation Plates checked for a plus or minus 0 degree BOT CHORD rotation about its center. R 5)Concentrated loads from layout are not present in Rigid ceiling directly applied or 6-0-0 oc bracing. Load Case(s):#101 1st Moving Load;#201 2nd MiTek recommends that Stabilizers and required Moving Load;#301 3rd Moving Load;#401 4th cross bracing be installed during truss erection,in Moving Load;#501 5th Moving Load;#601 6th accordance with Stabilizer Installation uide. Moving Load;#701 7th Moving Load. 6)This truss has been designed for a 10.0 psf bottom REACTIONS. (lb/size) chord live load nonconcurrent with any other live 10 = 688/0-3-2 (min.0-1-8) loads. 7 = 688/0-3-2 (min.0-1-8) 7)'This truss has been designed for a live load of Max Horz 20.Opsf on the bottom chord in all areas where a 10 = -194(LC 6) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Uplift bottom chord and any other members. 10 = -650(LC 4) 8)Provide mechanical connection(by others)of truss 7 = -050(LC 5) to bearing plate capable of withstanding 650 lb uplift at Max Grav joint 10 and 650 lb uplift at joint 7. 10 = 691(LC 15) 9)This truss has been designed for a moving 7 = 691(LC 16) concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, FORCES. (lb) nonconcurrent with any other live loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except 10)Hanger(s)or other connection device(s)shall be when shown. provided sufficient to support concentrated load(s)121 TOP CHORD lb down and 169 lb up at 3-0-0,70 lb down and 99 lb 2-3=-352/399,3-13=-310/396, up at 5-0-12,70 lb down and 99 lb up at 6-4-0,and 13-14=-310/396,14-15=-310/396, 70 lb down and 99 lb up at 7-7-4,and 121 lb down 4-15-e-310/396,4-5=-351/398, and 169 lb up at 9-8-0 on top chord,and 172 lb down 2-10=-681/651,5-7=-681/650 and 183 lb up at 3-0-0,and 172 lb down and 183 lb BOT CHORD up at 9-8-0 on bottom chord. The design/selection of 9-17=-372/310,8-17=-372/310 such connection device(s)is the responsibility of WEBS others. 3-9=-261/287,4-8=-263/271, 11)In the LOAD CASE(S)section,loads applied to the 2-9=-532/522,5-8=-531/521 face of the truss are noted as front(F)or back(B). NOTES- 1)Unbalanced roof live loads have been considered for LOAD CASE(S) this design. Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25 ,Plate Increase=1.25 Uniform Loads(plf) 'Yfp�h3 FI ltubillF rzi�r }'IIn,96533{�d.glY';itl'RYS6[J%O;IIuAS(ilS GYt'{F!3"�tAAFufi,EOY,knian�fnilr&f ppxs.�melFil Iniai[asih 11 �pGGin.,an th ll.iFztc P.yt IeM z5feeilelgen�&IFss Cu urai fter[G,eetj '. uantl3fiSnflk�h[StY? L9 !<1iSA rfsonzurn{isFFmyts 1}mr� r Iteum®9zrldxr�anuuii.; 3n �t ram,Yar IFra�4oc if�ntnl tss�,ss: Fu u.,p i cwrsr.ry ArithcnyT romlioIll;.P:E: Qi,>•J� Anrlrildp n�F u:riaa a acre,mmn9#spa unr¢3o z.Inxs mnar.u;,ar�un,Y�ls,:le�9�mrn1 r,qr d�nFreo- IF*lfieJa +n r sd.lykrFrs}I (Fpshe5u lleu�sie41�,r�iHnjJ �80083 ne$+'1 rPsrperr?SLehidrt tlt dFlss�IY n2 to dta ph0u2 lr,ed Yrx lint F6;-1 ix4�jfdFairattisn'pafiikfpt igYA nudn ItaiWYtl¢ifm 1r411�ssn ieira?Iw, Flu?iisdn l ssO ven,fin,0e y.h:,"_ultns2pskl n:ukcs 4451 .Lode Blvd,. �nFrcin FFh,zfhlteie tigrudyf k iFe;IF IJ p�mell drlL_Ik fn^c Gtxpe[y�Ffn}1Fnf 6allilp tkiipxyN119n SYn¢z 6Fn-da'F 53111r,bll(Fx1UtI'a;nFLi am slxrnl, Fgrt .5tc,FL`34 40 �- Gppight�2016Ad A.aiLossei-Ayi6payUm;cilffl,D ihal.- form,icptoh&iizl xdhooft6e aifienpemissiaafiemAliaotiFasi3Y-A thony;I.1^coll(P,E: PA;S65;19jDS Truss Truss Type Qty Ply E06 FLAT 1 1 A0188000 ` FReference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:46 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-YP4NS3wg5CGBQzRc01 h?pvJxiQ94Xr4br9HQtVzhyoR 64-0 12-8-0 6-4-0 6-4-0 Dead Load Defl._1/8 in Sx6 1.5x4 II 5x6= 1 = 2 3 W1 W1 W1 --------------------------- 7 5 8 6 4x8= 4 3x6 11 3x6 11 6-4-0 12-8-0 6-4-0 6A-0 Plate Offsets(X,Y)— [1:0-3-0,0-2-121,[3:0-3-0 0-2-121 [4:0-3-0 0-0-4] [5:0-4-0 0-1-12] [6:0-3-0 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.15 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.29 5-0 >513 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.14 5 >999 240 Weight:59Ib FT=0 LUMBER- TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 1 0.0 psf bottom BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads. TOP CHORD 5)"This truss has been designed for a live load of Structural wood sheathing directly applied or 2-2-0 oc 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the ROT CHORD purT except end verticals. bottom chord and any other members. 6)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 225 lb uplift at WEBS joint 6 and 225 lb uplift at joint 4. 1 Row at midpt 1-5,3-5 7)This truss has been designed for a moving MiTek recommends that Stabilizers and required concentrated load of 200.01b live located at all mid cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord, accordance with Stabilizer Installation uide. nonconcurrent with any other live loads. REACTIONS. (lb/size) 6 = 557/0-3-2 (min.0-1-8) LOAD CASE(S) 4 = 557/0-3-2 (min.0-1-8) Standard Max Uplift 6 = -225(LC 8) 4 = -225(LC 8) Max Grav 6 = 557(LC 1) 4 = 557(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-485/555,1-2=-1646/1537, 2-3=-1 64611537,3-4=-485/555 WEBS 1-5=-1429/1513,2-5=-461/635, 3-5=-1429/1513 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=16ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)0-1-12 to 6-4-0, Exterior(2)6-4-0 to 12-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. tl.n3-Fl n inn.ar LitlI10 'IESt3%5,13�.R141L T!U1S6U%071.At5(OfiCMS'U`t3�a 9dCJ4%1.Ono Intlr It 1_.hti Nglwt 5fT Oip bt t��0'Sakhe ldf rIT#Ili;p.1d SktlS Yne. C.1 tSB..H In s�igdt l&O erf( 4lixi uv;w ilC OnfirIx OOtd 111 if Im,O.UthtY{t tp tk(&tie�(,n Yl n rst TM rtpt teH ntrtryatalmpmt ed tttwRlt spa+.$1f:.3c1 yJ6t iiaiki iep�Nt�ra1CC<IJ rttrllll.Nttr s'.npq{zart d%e„sthS2Ap "dro t q h14J n It Yi`idhtC EeC "s^I+mtlnrFulitdulls O ,itpeudtSltlCs &1KWtxlvtlx:lfartrl iI^I rime a ddh ICOni'n fitlin t n r n af.r k I hl 6wo1S yidll 4 r7a d AnthcnjT Yomtio III,P.E. t� r t r t n,�. #80083 ': neS±3i�Ns+gxwcGaslxtnrstss�aaalo' txtrlccttsalrtistsd~ur_urn�tasi5.{.n�u,{nsnr: ;fir tSYvA611tItIt4rC:�t`Y6ldei�E Intt.tusaingn�lset%isenrrsswsr2uiKsce• [, <Ritxsv�tt3n:glts"s ittenisitrnzdtrlrxnoQrygdtralg n_�ryitrmtld�i.iaein>onnw3m:tii�rtrnsutpo,icyte,ntwstsnt�T��iecetgtaullp.iircmdtertra tgetnr +nt. 4d5i-St.Lucie 8bd. - - FoR..Perce;KL34940 (eppigMD7QIbAdA.oiLussx;Fcl61pnyTT.mce.Ill;P.E;Rtttodott.a.clt6iidntumzerm any(mospro6lfizlwnhounhe"mitlenpetretssieefraoA-lGalfmsut"=AithooyfT:eAe ill;P.f: 7 Job Truss Truss Type city [yTiob A0188001 XCAS6519DS E07 FLAT 1 ference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:47 2017 Page 1 ID:g 1 ftG_OBvLYIHkW NQ51 ANUyEl5q-ObdlfPxlsVO2270oakCEM7s75pWdGOrk4pOzPyzhyoQ 6-4-0 12-8-0 6-4-0 6-4-0 4 1.5x4 11 Dead 1xoaTDefl.=1116 in 1 4x4= 7 2 8 3 W1 W2 W1 W2 W1 Ll g 5 10 6 4x8= 4 3x6 11 3x6 I 64-0 12-8-0 64-0 64-0 Plate Offsets(X Y)— [1.0-1-12 0-1-12] [3.0-1-12 0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.14 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.22 5-6 >663 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.07 5 >999 240 Weight:63 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 2-2-0 oc to bearing plate capable of withstanding 228 lb uplift at purlins, except end verticals. joint 6 and 228 lb uplift at joint 4. BOT CHORD 7)This truss has been designed for a moving Rigid ceiling directly applied or 10-0-0 oc bracing. concentrated load of 200.O1b live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord, cross bracing be installed during truss erection,in nonconcurrent with any other live loads. accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 6 = 557/0-3-2 (min.0-1-8) Standard 4 = 557/0-3-2 (min.0-1-8) Max Uplift 6 = -228(LC 8) 4 = -228(LC 8) Max Grav 6 = 557(LC 1) 4 = 557(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-495/572,.1-7=-1099/1049, 2-7=-1099/1049,2-8=-1099/1049, 3-8=-1099/1049.3-4=-495/572 WEBS 1-5=-1029/1066,2-5=-485/672, 3-5=-1029/1066 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=16ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)0-1-12 to 6-8-12, Exterior(2)6-8-12 to 12-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . Bnsh]fiusfi t¢d¢re:etlalllCnCSlS1Y3,e143u r'!7ltlrC%0`II..IiS(931L4!'Ws3'Ji1k476t(LwWM14x¢1'Gr! !p yin ri'evE r Rlsrs CIpD ��lY•,ailtl rn rlTet lu;lr re2 S1en Ge(n '.Gcle¢•e~`n lse r.�i Cz ICC,erlj -. uaiEr � tMilss! 7 NfkldK4silnssOnrsEEl T{tSTnn16! rn_�n�aJgeraner,r^*dorn4sinduu>ig!nQxiupfi3lesTdNsulkT lgaac r[ 4 e¢vlii �gq.ia ruc wia Antheny7 Tomtotll P.E. ¢(rrd Lt s ba7Tlnrk! ben!s..�idCeC E C:zn soot and i,}r.'n ps WT/sl Cnrzxr,u,3asnt tdh P:14 R( !!nl xlk lfy ce!mlrFi ik Ir'�IdA iGl ipY fi,y rd111 s.¢'uCykwTey sl !ut e:<M!�wn!Ce m{.,ant d:.: 86�83 , ttzpoll IC'roar enlraFr1¢runt ss✓r.Inuz1C iMz aSiR{ fr cd sdfirlliNy6rpx¢ISle1r74sa 9ru11(lCilNstEfl rr il53L1 siieln rCs1¢xd p.!rn 1%Ichxs6a¢s!¢'+1`+srdisii seln I ssC.uex,.,rts,oe nFy.:en¢f rnn @u te3.i.crNss 44515t LUde6lvd,. jllaxis,ulzx9lrr(pnc`AryudvryrSrfxsll rl psrtrt un�r.E.;ik TwN.'.G}amis SITA MWq Onipn nln¢Slnez Errnlgal ,el tiy_in corndmJ•xa,¢asemufx*nl, Fert'.Pier z,fL;34940 � Ceppigdt,�1016RJ A:oITmslec;AcihnnyJi.ie�if,P.f.:Rsrladopi�:dihn doagcltot;in onyfarm,ilpiofiiPiixd alhoutihe.eiitten pniansiaa ttepAli at Gesizi-AlhooyE T�cEn ItI;P_E: PXC Truss Truss Type Qry ply AS6519DS E08 FLAT 1 1 A0188002 " Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:47 2017 Page 1 ID:91 ftG_OBvLYIHkW NQ51 ANUyElSq-ObdlfPxlsVO2270oakCEM7s7NpWhG2ak4pOzPyzhyoQ 64-0 12-8-0 6-4-0 6-4-0 13x6= 1.5x4 11 3x6= 7 2 8 3 1-1 Li 1 1 1 SI 9 5 10 6 3x8= 4 3x6 11 3x6 11 - 6A-0 12-8-0 6-4-0 6A-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.14 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.21 5-6 >724 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.04 5 >999 240 Weight:66 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING-TOP CHORD bottom chord and any other members. 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 2-2-0 or to bearing plate capable of withstanding 231 lb uplift at ROOT CHORD pT except end verticals. joint 6 and 231 lb uplift at joint 4.Rigid ceiling directly applied or 10-0-0 oc bracing. 7)This truss has been designed for a movingconcentrated load of 200.0Ib live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord, cross bracing be installed during truss erection,in nonconcurrent with any other live loads. accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 6 = 557/0-3-2 (min.0-1-8) Standard 4 = 557/0-3-2 (min.0-1-8) Max Uplift 6 = -231(LC 8) 4 = -231(LC 8) Max Grav 6 = 557(LC 1) 4 = 557(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-499/582,1-7=-820/794, 2-7=-820/794,2-8=-8201794, 3-8=820/794,3-4=-499/582 WEBS 1-5=-815/833,2-5=-495/693, 3-5=-815/833 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) - Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=17ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)0-1-12 to 6-10-15, Exterior(2)6-10-15 to 12-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. dt Fiy-flen!eeneS!¢,e:Mv tle 1110-IICSS3 Y4l,s[ff3kETEUl5fiJ40,71;✓S(dSIpN N'f3`.fY80AiFPnurgls lxn lrrfl2tsl tan,9nsaN itil s ars1-Fst ialp7 eia3;lm;g;;tialn rt Ta tc lu;r.ra,nSkes6e{.ala Fa:r,�;tFFFFase ra t,a ee tco;mij Y11TSR(}1S jlhS4'aII!'FSNVIf2e�IIHd YiIQ{ 1 F oK�hra.�(ispaYgGre- a t litiJy..mua�,pxeeamF t Sn t�:o *�I:se!s �tl<s�r t dymfF n:t gtFF ,ru.raiu3 a...+ F;,lYwq FNn wilier. Anthci`y T.-Tombo1flr P.E. a.ieNm rP.pl ild r a ur n,Aeecs e. tail mn_nr iie&,1fs1 �u,nae uafen Nf n aara n IxlaaratYa girl r.tMOao too�.i®rfiea tot aryl�lam i T nF�M! �u4,!e: a_;�nrFr :.80083 tl9+3h70 sryz es lFdr'a:hr llltl sFd21Y 10 1'W rsN st lr 9 stifirlwW TGrp[nl StttrlFa,allllillL.kl 1.rP nlSkA er)ilne sf 4.q•-�dl are.lFFl tfirtskanirn'ni Ns al c.".iesdBl sUrvu,iieis G.gFh7z.creel lrtss @u�tt3n,a;hkss ' Ftlenit hullreSNnui ig[+dia,e snr[neh,ilrn 3l YFfsN,:lee hatt OasuGyisetl ill ttlt 6rNla70iilgxfrt/ setla3 FFdsN afnt9Yll a},SII rtrAd edtxa,na n'ein e:e*t41: 4451;St ;FLlvd 6 ,. • ` .. - — fort,Per e,FL'34940 Cop"pigdt�7alb Rd i5bi Tresses Aelhpay I Tmo-.IyP.E,Rt_iodup�>E ct this document;inhny teiin is piohihnzd wilhoot 16e Yemen permission fmm Ail Fat GaiizC.tthnoy I•T:xEo Il(P.E: I } Job Truss Truss Type Qty Ply A0188003 XCAS6519DS E09 FLAT 1 TJb eference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:47 2017 Page 1 ID:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-ObdlfPxlsVO2270oakCEM7s7UpWiG3Yk4pOzPyzhyoQ 6-4-0 12-8-0 64-0 6-4-0 1 7 2 8 3 1.5x4 DAll 9 5 10 6 3x8= 4 3x6 11 3x6 11 64-0 12-8-0 64-0 64-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.14 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.20 4-5 >747 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Wind(LL) 0.03 5 >999 240 Weight:70 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)*This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 2-2-0 oc to bearing plate capable of withstanding 234 lb uplift at purlins, except end verticals. joint 6 and 234 lb uplift at joint 4. BOT CHORD 7)This truss has been designed for a moving Rigid ceiling directly applied or 10-0-0 oc bracing. concentrated load of 200.01b live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord, cross bracing be installed during truss erection,in nonconcurrent with any other live loads. accordance with Stabilizer Installation quide. REACTIONS. (lb/size) LOAD CASE(S) 6 = 557/0-3-2 (min.0-1-8) Standard 4 = 557/0-3-2 (min.0-1-8) Max Uplift 6 = -234(LC 8) 4 = -234(LC 8) Max Grav 6 = 557(LC 1) 4 = 557(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-501/589,1-7=-653/639, 2-7=-653/639,2-8=-653/639, 3-8=-653/639,3-4=-501/589 WEBS 1-5=-686/695,2-5=-5OOf706, 3-5=-6861695 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)0-1-12 to 6-10-15, Exten6(2)6-10-15 to 12-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. xen'vr Fl 11 us(ntnpu lu 1110,71CSi�sgir sil3llttN36G756'IkAS,JSiCd"Wi3'ji(AFii(geYtgl lan-ln'dpl ppi ainsatral 'f kesr iptl isj;iP.�¢�7de lsn jl-T a4e Oi;rtlk�Spnrlilne Cdes aav lse rAthdeittldp - ihrstEp�"'Ok:lux.�viirttu rn(so gbr�xfr.slu:ght�v}d mn mJ�eumnrnr ean:tr nhuium rr. a?rr lm,dcchryrnstr ace oe Ir�giFl;ranurui?r i r to s.vl:swAfithaniT.-T6n&Ill,P.E. fain dre nb ept ild dial sr ErdtsC diCaee smd Aa!-aSriC Eal1�y s g;nd n lair nn,¢c lbl�r-r;a�a<ml n..lm d�naroo-i,7fin! tll r s.adi.0 rtndm],n p.ksh gadlruradr tle mp sh7nld:' ue3.grnpCsrseaaeLleFsd 4gMess dadsltl NSzIrtCHis IpeinFselt4kr rtrgruSf!Ijl9s �,nanpu npr lSLAniiln !tarp dptls Initefinsdleil sM15s i tladRl s0 ,s,iinCeusth: -ratlressruhdnn:nksi 4g51St$WCeBlvd, _ .. itlm+sl te4sltrrianeil sycedsr,awl;lr r�F,'fi`sh,slry,Ile D»'sUes rr[ejmiUnE t5 5 flop 0iii f xL uS nrs(gh!ad 310 r;.Sil ielnd,Nixa_msslefiulx;Rl, 'Fgft,P�efte,R;J494b � tdppight�tlt161,1 f grLgssx!-Agihagyl i.m,e�I(;f.F;Reslcdgaisplt6u LUNGiEIL Iq gOYtgtgl,iS PIgU1t112d NdFig9llEe kllllFq PFIIDISSIggtfPGAI F q}tI05S2f„AiihOgYP 1:TFt i1(;P.Ff Job Truss Truss Type qty Ply XCAS6519DS E10 HALF HIP 1 1 A0188004 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc: Fri Feb 24 11:03:48 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-VnB7tlywdpWvfHb?7SjTvKPKDDgX?YbtlTm WxOzhyoP 1-0-14 7-1-15 12-8-0 1-0-14 6-1-1 5-6-1 4.00 F12 4x6= 1.5x4 11 3x4= 1.5x4 11 2 8 3 4 Dead Load Defl.=1/8 in 1 IV 9 6 10 7 5x6= 5 3x8= 3x6 11 1 0 14, 7-1-15 12-M 1-0-14' 6-1-1 5-6-1 Plate Offsets(X,Y)— [4:0-1-12,0-1-81,[7:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.19 6-7 >790 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.29 6-7 >508 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.02 6 >999 240 Weight:78 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads. TOP CHORD 5)'This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD purT except end verticals. bottom chord and any other members. 6)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 242 lb uplift at MiTek recommends that Stabilizers and required joint 5 and 231 lb uplift at joint 7. cross bracing be installed during truss erection,in 7)This truss has been designed for a moving accordance with Stabilizer Installation guide. concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, REACTIONS. (lb/size) nonconcurrent with any other live loads. 5 = 557/0-3-2 (min.0-1-8) 7 = 557/0-3-2 (min.0-1-8) Max Horz LOAD CASE(S) 7 = 19(LC 8) Standard Max Uplift 5 = -242(LC 8) 7 = -231(LC 8) Max Grav 5 = 557(LC 1) 7 = 557(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-525/528,3-8=525/528, 3-4=-525/528,4-5=-515/598 WEBS 2-6=-414/449,3-6=A62/666, 4-6=-625/625,2-7=-565/636 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=18ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)0-1-12 to 1-0-14, Exterior(2)1-0-14 to 12-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 1leR6]Fl n aFlprerir ru AllO .nL;S35.-S,eEh7A1IrU156['JAD II:ASr�StCajt79�Itk�;�t[L�SLLEfTfpnlr.Nfk j}s..te,snA rzal-„sn�as LM1niey Drnu,�(c1miH[4nupl i,:tN;1.We;.c�riniteleie Gm�xxlse s,He/nCe rCO;,eelf Wr cs�,r ,e,s�iri,asn ceutE,dr as t s,-o rzerfpmx4 .si�t�r� n ssi paryiti rrewn®,o^-,rxn,rr ,e,isrs I>r�^ aLiu:s,i fm,,�i i, ipti7a 51"P Ir a iiu is:ic,.�s a �I r,u.�,,,,Nl,s�:ry' � Mthcii'T.TorntiolIf P-E. i.s,eo- n::fw�e.n, p_semr'ddee r:a a� Almtp n:&ai 3] aua<c:,ea,u:-n:a tn:v:I :Ir rr�INrei r pr.-een,reo r i6eu, ear an.r,rtavy_I r '„�, ,r irs fl .�rrnf a, y :80083 . 7ie5,'IepL s.gxr ce tiel�8rt ll(een 1p,lun t0 dyepm5u{,rr edmdr et:rt�n ai.�erld,rz�a a[7nr.t6stsnn r :m rr rids arc tnlr;sia,rtgnstrsnnresiienr s0-nx;iiris Ce.,n b,s:eruElrsckmhdu i:,dess. ', yn aapr w3hosxhu1Wr,mx tJ,7pn pn N.ier sDnpri3eH{nk rn 4unpD i}H,uns snzLrnaae rs u,p,dxaradl,p rxx nnefi,rr tl:' 4451,St.Lu[le,Slvd. • � � '� -� 'Fort Pierce;FL'34940 Gp"ryg61D.7�16RlNaelrmszr)aih�oplT�cil(;P.E.Reptodoei:�slthisdnmmrol,inunyform,rs'piohlFiizdvithounfiemihenpemirciantreciAIFaolfressis:AlhonyFTa-pIIGP.E: I i t Job Truss Truss Type Qry PIY A0188005 XCAS6519DS E11 HALF HIP 1 1 Job Reference(optional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Indust ies,Inc. Fri Feb 24 11:03:48 2017 Page 1 1 D:91 fiG_OBvLYIHkWNQ51 ANUyEl5q-VnB7tlywdpWvfHb?7SjTVKPMBDrd?ZCtITmWxOzhyoP 3-0-14 7-10-7 12-8-0 3-0-14 4-9-9 4-9-9 4.00 12 4x4= 3x4= 1.5x4 11 Dead Load Deft.=1/4 in 2 8 3 4 3x4 1 4 9 6 10 7 5 3x6 11 3x8= 5x6= 3-0-14 12-8-0 ` 3-0-14 9-7-2 Plate Offsets(X Y) [5'0 3 0 0-3-01 LOADING(psf) SPACING- 2-0-12 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.32 5-6 >471 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.58 5-6 >257 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MS Wind(LL) 0.01 5-6 >999 240 Weight:80 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of BOT CHORD 2x4 SP M 30 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 6)Provide mechanical connection(by others)of truss 2-0-0 oc purlins(6-0-0 max.), except end verticals to bearing plate capable of withstanding 226 lb uplift at (Switched from sheeted:Spacing>2-0-0). joint 7 and 265 lb uplift at joint 5. BOT CHORD 7)This truss has been designed for a moving Rigid ceiling directly applied or 6-0-0 oc bracing. concentrated load of 200.01b live located at all mid REACTIONS. (lb/size) panels and at all panel points along the Bottom Chord, 7 = 574/0-3-2 (min.0-1-8) nonconcurrent with any other live loads. 5 = 574/0-3-2 (min.0-1-8) 8)Graphical purlin representation does not depict the Max Horz size or the orientation of the purlin along the top and/or 7 = 59(LC 8) bottom chord. Max Uplift 7 = -226(LC 8) LOAD CASE(S) 5 = -265(LC 8) Standard Max Grav 7 = 574(LC 1) 5 = 574(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-387/350,2-8=-334/402, 3-8=-334/402,1-7=-592/589 BOT CHORD 6-10=-480/381,5-10=-480/381 WEBS 2-6=-154/319,3-5=-501/661, 1-6=-362/512 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=19ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (env6lope)and C-C Comer(3)0-1-12 to 3-0-14, Exterior(2)3-0-14 to 12-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .N�3 fls>°i1me4Nrse Y 11lbu. 11N56]40;II di(1SiCY"UP3j1(F:k96 EDuYFN1 4aa�Ir.Hrt p Faa...0 reN' 1 is r ssr p D g(1�'d,nk8rdin jlixtc fyr Uk Skerlel L4r,ss e?dsiis dl E 16 ii GdsrcwaCsdanl caC..tasrltxai ieouir rds s lra'isD:srt,6pe-7tu_sieaaLy iil }ae szl aaurylU.Jar ncau e�anr>x sFrnr dos;isaat:r my.yocra i lugsd�c sp7k rn se rd.dn u.IDD it u uu lkmpsu a es,imtr d�crdmm,ry.. . pritticioT Tomtio ttl;P-E. ntn.d� sFx apt Idrsdt prsi;.m doeCm,te Ceara allmrersno&.ItegC u.ia9 ud fdfi0_tle f!( Ih,Ir� Illar adzMiFl re;yr�ddn iDbnt ej Gd dh 1 agdst 3k Tin j'jaharm fkecsasfdl{txraq.�dAld., 80083 6em&iD . k" 17 rda 451 5t Lucle.Blvd,. ... �denisiuhnd{retcen�7syMgfetriFseyal r.rcxs�ntiii,lCe fro sOFiuG;meEin a6I Qr Fnlpy tksipvr,rtlrosf fSne3 tir rx yarigy;;inr.rnm�d Ra,p,a,a�tFx.,riq._ ..- �oitPierc2;F'L';;34940' cop"ighF0 2 016 R;l hal Trusses kt il('P.F,Reeiobdi-N clths docucient;in anylnrmJgs OFB-ed rithat thiihinel pelaisiiu ito6 A:l aotFsasizs',,Aathaoyt TdeSc III,P.F Job Truss Truss Type 17y XCAS6519DS FG01 GABLE � A0188006 ' Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:49 2017 Page i ID:91ftG OBvLYIHkWNQ51ANUyEl5q-z_IW45yYO7emHRABh9EiRYxZbd7Kkxk1X7V4TgzhyoO 4-6-7 9-0-13 13-6-2 18-5-10 4-6-7 4-6-6 4-5-6 4-11-8 2x4 II 6x8= x6= 2x4 11 4x6— 3x4— 8x14—_ Dead Load Dell.=3/16 in 15x8= 2x4 11 3 4 5 6 . i as W1E \Cn B3�BL1 16 1i.5x4�i' !� O i n o a ; S.T;1 4 6 I i 21 1.5x4 o� ts 30 31 32 11 33 34 35 10 9 36 8 37 38 397 12 2x4 11 2x4 11 6x6= 3x8 I I 7x8= 6x8= 6x6= 4x8 11 1.5x4 II 4-6-7 9-0-13 13-6-2 18-5-10 4-6-7 4-6-6 4-5 6 4-11-8 Plate Offsets(X,Y)— [2:0-3-0 0-3-12],[6:0-3-4,0-4-01,[7:0-4-4 0-0-81 [8:0-2-12 0-3-121 [9:0-4-0 0-4-81 [11:0-4-0 0-4-01 fl2:0-4-12 0-1-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.09 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.25 9-11 >855 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(TL) 0.05 21 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Wind(LL) 0.14 9-11 >999 240 Weight:321 lb FT=0 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP 2400E 2.OE'Except' BOT CHORD 8)This truss has been designed for a 10.0 psf bottom B3:2x6 SP No.2 12-30=-160/273,30-31=-160/273, chord live load nonconcurrent with any other live WEBS 2x4 SP No.3*Except* 31-32=-160/273,11-32=-160/273, loads. W1:2x8 SP No.2,W2,W6:2x4 SP M 30 11-33=-4028/7776,33-34=-4028/7776, 9)'This truss has been designed fora live load of W3:2x6 SP No.2 34-35=-4028/7776,10-35=-4028/7776, 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3`Except` 9-10=-4028/7776,9-36=-3652/7798, rectangle 3-6-0 tall by 2-0-0 wide will fit between the BL1:2x8 SP No.2 8-36=-3652/7798,8-37=-852/1839, bottom chord and any other members. BRACING- 37-38=-852/1839,38-39=-85211839, 10)Refer to girder(s)for truss to truss connections. TOP CHORD 7-39=-852/1839,7-20=-643/1390, 11)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 4-6-1 cc 6-20=-643/1390 to bearing plate capable of withstanding 4170 lb uplift purlins, except end verticals. WEBS at joint 12 and 3282lb uplift at joint 21. BOT CHORD 1-11=-5042/9781,2-11=-4073/2394, 12)This truss has been designed for a moving Rigid ceiling directly applied or 10-0-0 cc bracing. 3-9=-1371/574,5-8=-3156/1528, concentrated load of 200.0Ib live located at all mid 2-9=-937/2760,5-9=-1423/2752, panels and at all panel points along the Bottom Chord, REACTIONS. (lb/size) 6-8=-3692f7856 nonconcurrent with any other live loads. 12 7899/Mechanical 13)Hanger(s)or other connection device(s)shall be 21 7057/Mechanical NOTES- provided sufficient to support concentrated load(s)621 Max Uplift 1)2-ply truss to be connected together with 1 Od Ib down and 648 lb up at 1-7-4,133 lb down and 161 12 -4170(LC 4) (0.131"x3")nails as follows: Ib up at 3-7-4,1470 lb down and 1263 lb up at 4-6-7, 21 -3262(LC 4) Top chords connected as follows:2x8-2 rows 487 lb down and 222 lb up at 6-5-10,487 lb down and Max Grav staggered at 0-9-0 cc,2x6-2 rows staggered at 0-7-0 225 lb up at 8-5-10,487 lb down and 228 lb up at 12 7899(LC 1) cc. 10-5-10,487 lb down and 231 lb up at 12-5-10,and 21 7057(LC 1) Bottom chords connected as follows:2x6-2 rows 487 lb down and 228 lb up at 14-5-10,and 502 lb staggered at 0-9-0 cc. down and 224 lb up at 16-5-10 on top chord,and 920 FORCES. (lb) Webs connected as follows:2x4-1 row at 0-9-0 cc, Ib down and 350 lb up at 1-3-4,914 Ib down and 411 Max.Comp./Max.Ten.-All forces 250(lb)or less except 2x6-2 rows staggered at 0-9-0 cc. Ib up at 3-3-4,914 lb down and 418 lb up at 5-3-4, when shown. 2)All loads are considered equally applied to all plies, 914 lb down and 428 lb up at 7-3-4,914 lb down and TOP CHORD except if noted as front(F)or back(B)face in the 439 lb up at 9-3-4,914 lb down and 455 Ib up at 1-12=-6914/3802,1-22=-7776/4028, LOAD CASE(S)section.Ply to ply connections have 11-3-4,914 lb down and 455 lb up at 13-3-4,and 914 22-23=-7776/4028,2-23=-7776/4028, been provided to distribute only loads noted as(F)or lb down and 464 lb up at 15-3-4,and 920 lb down and 2-24=-9950/4766,24-25=-9950/4766, (B),unless otherwise indicated. 458 lb up at 17-3-4 on bottom chord. The 3-25=-9950/4766,3-4=-9950/4766, 3)Wind:ASCE 7-10;Vu1t=170mph(3-second gust) design/selection of such connection device(s)is the 4-26=-9950/4766,26-27=-9950/4766, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf; responsibStuddility ng applied to ply:1(Front) 5-27=-9950/4766,5-28=-7798/3652, h=15ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS - 28-29=-7798/3652,6-29=-7798/3652 (envelope);Lumber DOL=1.25 plate grip DOL=1.25. BOT CHORD 4) Truss designed for wind loads in the plane of the LOAD CASE(S) 12-30=-160/273,30-31=-160/273, truss only. For studs exposed to wind(normal to the Standard 31-32=-160/273,11-32=-160/273, face),see Standard Industry Gable End Details as 1)Dead+Roof Live(balanced):Lumber Increase=1.25 11-33=-4028/7776,33-34=-4028/7776, applicable,or consult qualified building designer as ,Plate Increae=1.25 m 34-35=-4028/7776,10-35=-4028/7776, per ANSI/TPI 1. Uniform Loads(plf 9-10=-4028/7776,9-36=-365217798, 5)Provide adequate drainage to prevent water Vert: Load,7-12=-20 8-36=-3652/7798,8-37=-852/1839, ponding. Concentrated Loads(lb) 37-38=-852/1839,3 8-3 9=-8 5211 8 3 9, 6)Plates checked for a plus or minus 0 degree 7-39=-852/1839,7-2 0=-64 311 3 9 0, rotation about its center. 6-20=-64311390 7)Gable studs spaced at 1-4-0 cc. Continued on page 2 #cq•fltn m>z.l±u±ie+ite!r r AV»5 StUTt E a:E€Etu 3(ONBt".3S(LS1ig5'6,6!S U9ELGu NI 1 f..tndp 4e pt{t-5n e{fGf d.,tx Eti„rt55[:�;m�.;S14[j Gi M1„t-lijsp i:.e...fA,L'I(eet6s SktdEirtSt n�C:'ft1 M'YtY6t s~:•I0.��T0,6dv 4t`et:tuxk:p4tita.Et'rtdl to @Ft x.a1Nlti tesfia,PS�t± t,.peca,q'.ryv� asc arif9 tiesf x.ep..:t her±r1 I;rtt�+p pn EAnfai axes, af;r siapl:im fpie26a5it i56elp eSr 1pi 1.lit ma5,aaprz,in::gt5 s,silasrb, s3 twd5N fr kre ts;'ltnp t6 t min:e tt n.t aEfsvcx ns p•d not a;�gm,ft rK�m i a.tf,t4 Ld ezndk:e t? <iwi r yirc,SiGlL tosu L;i sdN ee'le .S Lap>gd�p.,nt 6'xtnrs �a:E. S[6ep M Shtat, Anthony Tom6b In P.E. Ezt a4sts tucip Blvd, up", I I- Fort Pierce,FL.3-1946. tgpprig)�eDltiAl Root ifc ses-AnlNttyLle>;Ste III,F.[.PpmEu6t ea c116iidotnrert.5 9dnp"tt,�,is prok5rxd+t6ean62w1itleG pttm5s5iarliom.A-i k6oRruuer-drt6osy l.ipirlcli FP.E i Job Truss Truss Type Qty Ply XCAS6519DS FG01 GABLE 1 2A0188006 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:49 2017 Page 2 I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-z_IW45yYO7emHRAB h9EiRYxZbd7Kkxkl X7V4TgzhycO LOAD CASE(S) -Standard Concentrated Loads(lb) Vert:2=-1 470(B)9=-914(B)8=-914(B)22=-621(13) 23=-133(B)24=-487(B)25=487(B)26=487(B) 27=-487(B)28=-487(B)29=-502(B)30=-920(B) 32=-914(B)33=-914(B)35=-914(B)36=-914(B) 37=-914(B)39=-920(B) %niy Fl Or tkltreiwnt lIIOu-rIL5SSy5 3y�(63t1117J56[090II�liS['�N('fty41'ijtU:tl�&EELSY:%l'Urn InAt teErk9:i:+irtrNeilait ttetYmtttnl3t9rt elry[��cMi6e ltd jlL:2eN,tt lea'e5lerttAge .:.Gns .i ltt rtli 6iI&tl;eclj aa�tmmxsryltlrsi 116Enetl+4tiWpFttdY It�inss0esaeE�9�y{t5r.�Gg.Gp .D:tslaaoryt6;ryierzm® psxrdtups:.:in�lug �.trnqu.itklti.3t4 pd2esp>ki t,9�.at n,tc� i�rs 7ni,l s�,n�.�,1 <t t�cka�sd.ry An1hcny,t"Tombot1l P_E:. o2 dm ,tFarptti tisC rer ciAt c YC a s� mnr tnbe&1G' zm nar nana n e a tnE�rwy mTrt n talc mo Nnjfiein mn t teefyka rzytl t hmw.nn std[ge f taatd 4;800K3 , asamruMptlm nasrrnuMtV trReu'rireitn § r[epvast;i(s�t�xserifi3<ntt� tsxAid� t4 dpilrtttrte�nsnihry.IMaaPitneulscfiu�,it.:kmtnt�,irzstAuh�i;this 4451StLucieBlvd,. .denktt MNMt,etnxlipudy r:w ;[t ttlN sh,t,�,i,ikrn Oe:p6gceiin[Ottlr tafinto i�gMr gins srnez[�tn K.lcnHuie}.dilirnmudwa,ue�itS Nn,nl: 1=6rt.Kdeba;R";J4946 � Gpjiight,�,7p16AIR:oiTmssxi;l.�ihpnpi i,.aie;ll,P.E,Rtptdodiix�ft6u donmeol;in�ripforof is piohiEiied,xuhauttEepimeppetmnsiaaho©A:I idct(miirc-AgtfioopTT;zSollf,P.6 Job Truss Truss Type Qty Ply XCAS6519DS FG02 ROOF SPECIAL GIRDER 1 2 A0188007 Jab Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:50 2017 Page 1 ID:91 ftG_OBvLYIHkW NQ51 ANUyE]5q-RAJuHRzA9QmdvblN Ftfx_IUfJ 1 QBTK—Amn FdO HzhyoN 4-6-7 8-5-13 12-6-0 15-2-3 18-5-10 4-6-7 3-116 4-0-2 2-8-3 3-3-7 1004 MT20HS= 3x6= Dead Load Dell.=7/16 in x6= 7x10 MT2 S= 2x 11 x12= 7x14 MT20H8= 15x10= 5 6 7 4 o \ * I ao ,\ io N 10 8i O 3 W3 31 32 9 33 34 ' a \ Ew 12x18 MT20HS= 15 q 704 MT201-1 5x10 MT20H5= ...__..T..............-.-.--.-.-.4 Y 22 23 24 13 25 26 27 12 28 29 30 11 14 7x6= 8x8= 804= 3x8 11 4-6-7 8-5-13 12-6-0 15-2-3 18-5-10 4-6-7 3-11-6 4-0-2 2-8-3 3-3-7 Plate Offsets(X,Y)— [1:0-4-8,0-2-8],[2:0-3-0,0-3-8],[4:0-5-0,Edge],[6:0-2-4,0-1-12],[7:0-6-12,0-4-0],[8:0-4-4,0-1-4],[9:0-3-8,0-3-8],[10:0-7-8,Edge],[11:0-4-0,0-1-0], [12:0-3-12,0-4-4],[13:0-4-0,0-4-8],[14:0-0-2,0-4-12],[15:0-2-6,0-1-0] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.25 11 >866 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.70 11 >305 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(TL) 0.32 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.37 11 >585 240 Weight:320 lb FT=0 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E 7)This truss has been designed fora 10.0 psf bottom BOT CHORD 2x6 SP 2400F 2.0E`Except` BOT CHORD chord live loads been designed t with any other live B2:2x4 SP M 30 14-22=-191/370,22-23=-191/370, loads. WEBS 2x6 SP No.2'Except* 23-24=-191/370,13-24=-191/370, load This truss has been designed fora live load of W1,W10:2x8 SP No.2 13-25=-4398/9279,25-26=-4398/9279, 20Apsf truss the bottom chord in all areas where a W2,W6:2x4 SP M 30 26-27=-4398/9279,12-27=-4398/9279, rectangle the tall by chord wide will fit between the W5:2x6 SP 240OF 2.0E 12-28=-319/719,28-29=-3197719, bottom chord and any other members. W4,W8:2x4 SP No.3,W9:2x4 SP M 31 29-30=-319/719,11-30=-319/719, 9)Refer to girder(s)for truss to truss connections. TOP CHORD 10-31=-7960/17875,31-32=-7960/17875, BRACING- 10-11=-520/1207,5-10=-3 , 10)Provide metal plate or equivalent at bearing(s)15 -796 to support reaction shown. Structural wood sheathing directly applied or 2-8-14 oc 9-32=-7960/17875,9-33=-873/1944, 11)Provide mechanical connection(by others)of truss p T except end verticals. 33-34=-873/1944,8-34=-873/1944 to bearing plate capable of withstanding 4641 lb uplift ROOT CHORD WEBS at joint 14 and 4014 lb uplift at joint 15. Rigid ceiling directly applied or 10-0-0 oc bracing, 1 0-1 2=-484/1 1 61 5,2-13=-4538/2566, 12)This truss has been designed for a moving Except: 10-12=-5945/13300,3-10=-7194/18, concentrated load of 200.01b live located at all mid 7-5-2 oc bracing:9-10. 3-9=-47868/2902,-9=-761358/387, panels and at all panel points along the Bottom Chord, 6-9=4789/2134,7-9=-7646/17187, nonconcurrent with any other live loads. REACTIONS. (lb/size) 6-10=-4855/10954 13)Hanger(s)or other connection device(s)shall be 14 = 9598/Me6hanical 15 = 8960/Mechanical NOTES- provided sufficient to support concentrated load(s)656 Max Uplift 1)2-ply truss to be connected together with 10d Ib down and 649 lb up at 1-7-4,168 lb down and 162 14 = -4641(LC 4) (0.131"x3")nails as follows: Ib up at 3-7-4,1505 lb down and 1273 lb up at 4-6-7, 15 = -4014(LC 4) Top chords connected as follows:2x8-2 rows 522 lb down and 224 lb up at 6-5-10,522 lb down and Max Grav staggered at 0-9-0 oc,2x6-2 rows staggered at 0-7-0 227 lb up at 8-5-10,522 lb down and 230 lb up at 14 9598(LC 1) oc. 10-5-10,522 lb down and 232 lb up at 12-5-10,and = 522 lb down and 240 lb up at 14-5-10,and 538 lb 15 = 8960(LC 1) Bottom chords connected as follows:2x6-2 rows down and 264 lb up at 16-5-10 on top chord,and staggered at 0-7-0 oc,2x4-1 row at 0-9-0 oc. 1367 lb down and 508 lb up at 1-3-4,1367 lb down FORCES. (lb) Webs connected as follows:2x4-1 row at 0-9-0 oc, and 494 lb up at 3-3-4,1367 lb down and 494 lb up at Max.Comp./Max.Ten.-All forces 250(lb)or less except 2x6-2 rows staggered at 0-9-0 oc. 5-3-4,1367 lb dawn and 494 lb up at 7-3-4,1360 lb when shown. 2)All loads are considered equally applied to all plies, down and 588 lb up at 9-3-4,1360 lb down and 602 lb TOP CHORD except if noted as front(F)or back(B)face in the up at 11-3-4,1360 lb down and 617 lb up at 13-3 4, 1-14=-8148/4097,1-16=-9279/4398, LOAD CASE(S)section.Ply to ply connections have and 1370 lb down and 628 lb up at 15-3 4,and 1360 ifi-17=-9279/4398,2-17=-9279/4398, been provided to distribute only loads noted as(F)or lb down and 649 lb up at 17-3-4 on bottom chord. 2-18=-12107/5409,3-18=-12107/5409, (B),unless otherwise indicated. The design/selection of such connection device(s)is 3-4=-27609/12276,4-19=-27609112276, 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) the responsibility of others. 5-19=-27609/12276,5-20=-27948/12425, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; 6-20=-27948/12425,6-21=-17875/7960, h=15ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS 7-21=-1787517960,8-15=-8960/4014, (envelope);Lumber DOL=1.25 plate grip DOL=1.25 LOAD CASE(S) - 7-8=-7334/3275 4)Provide adequate drainage to prevent water Standard 5)Al BOT CHORD l g. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 14-22=-1911370,22-23=-191/370, 5)All plates are MT20 plates unless otherwise ,Plate Increase= 23-24=-191/370,13-24=-191/370, indicated. Uniform Loads{pl1.25 1. 13-25=-4398/9279,25-26=-4398/9279, 6)Plates checked for a plus or minus 0 degree Vert: Loads 11-14=-10,8-10=-10 26-27=-4398/9279,12-27=-4398/9279, rotation about its center. Concentrated Loads(lb) 12-28=-319/719,28-29=-3191719, Continued on page 2 tiny!fin.xrs d 7eitr@ AI! 7tPsi5 Stlt1'p E.ADD Ttril E60 ei(31r.M'730If AA�A.dG��it feint 1,(e�Ft Fast uMteR y m mmT rsca;lH;"a: Nq1 s xiU., 1 refit S¢eslitire +.t4 nir err ee:w tFf t w ntd&cu Iv,ax'M i er ins a,r!w e..lnaq.xyiv .t,es as sglPD�.rpes xf aa:.tF4ni r rdisi..l.wp uV y,upxs Ntry;u 4t hsnREesia;7s•7 p�Isrnc l70 1 rtrIFll:firkin r,meaan,E•a..rttt .siiaeiq u , rxo ladea:i�t;ae at fl 1.ix e{f<,dra 1lett nj_5d(ed# i;att:rs-frkste tFe;,<n,l-* ;3s-a ta^.,sia!tt[�•+aix.d:=fd Anthony T.Tol', b t P.E.der Irny!-E 3Q6' m a r. M shti r L'L<N C' NW61 -grWcat.W 3i"a 1aaal a4At!wt<u4n10.wl S Yf ca 16pu"thnS r&n'Eg1.raN01T.1 n hIii-;Ms.1fridR ,ho 00831 4411 S' ,Blvd. ,.rtndfik .s+esaS sgeNgtx4nalt+d'f>Mts ae(aeL;itlas Jnl�F;x-::A)V#6Frq tsi�i�ri islYfa.rsie ndaa 6af'F,inrc{a rr(n z.utuft4.falll G, Fori Pierce,FL.3L99b UpyuAld'2011bA I Raafitasses4clfai1.limho 111,P.L?pmdutt,ea of l5is dammec4manyl tin,eS pra4:bised ,Shaeuhe arittEn pamasneirom A-I foot irasses-Amhevtl,laahaIII,P1 Job Truss Truss Type Qty Ply 2 XCAS6519DS FGO2 ROOF SPECIAL GIRDER 1 AO188OO7 Job Reference(optional) At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:50 2017 Page 2 I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-RAJ uHRzA9QmdvblN Ftlx_IUfJ 1 QBTK_AmnFdOHzhyoN LOAD CASE(S) _Standard Concentrated Loads(lb) Vert:5=522(B)2=-1505(B)3=-522(B)9=-1370(F) 16=-656(B)17=-168(F)18=-522(B)19=-522(B) 20=-522(B)21=-538(B)22=-1 367(F)24=-1 367(F) 25=-1367(F)27=-1367(F)28=-1360(F)30=-1360(F) 31=-1360(F)34=-1360(F) @etv;Fl mnnll;relit dtl'11g„RCS�3�1..7,�3ttlt.4lf6U�dT1'ASIJfiCNSl7�3')SUk!6t[t✓oLLFAI'Ean.�it:d;ky re��ncMleNws 6it.s+Ce.i; e.+ry;IC:tmi7tlet ha;I.Lzta J;;t Iekr vrt ShnlLeint _.41.ss e2ernedt Rt(FD;erir ' ', YihKan4rtldt,uAStlsthrxeCDNf'tfdtifinsP.�ueh; {_:Sr�Klyir;i �fi.SaluwjlD.st;itRm®teKr;tEnzpi�mileymaiyumakSn6.3e4�dRttu�!! tq9.!<CIBLeII eniFlli?±tt�n ..Kx}la::ti C1cun5.Di -, MthCnyS,TOmb0-III,P.E.' ui'nia Cr '1 ;Itild; nit rosr.�ri slenC tra Caen 1 t t�-e;�q.Zairs3 ra.ic xe ue r[irtnSuttSl iMlall�.•im3dt tTni r..tt•�Klda mD t tged n6tt ea;tagtttliel.v ;;bsn uantk ;ssd:l e ; and:. t10083..; n l.7fc;rrsrwallretrhr All cltsta -nalg tlpz;aa3tit lr eti dht lSil,i[r petal lhi,7$lrzl.K{Ilflji�lfiite/j R 15&.1 s�ieine It Wl.,atl.;naz lFFle�x[R,rnpn'+laTie fin�sAll li ts0 er.liiis OrJnh,;eeert irtssVmhdn wltss 44 1,St.WU fe.5W, to vfc�tenutkrl+ateaiigwd pKRnm itajemtngtt�st:ticfn;oe[uh;deiirscgtnetrtia;a,ira�rT tsmmE:jd a I To�1Gy.-tilittcmltttxa;unsatD pain-I. Fort:Pierce,FL,344 6 �• (pppight�i(t166�l NealTrmszc-Arih2�yfimaetl[,-P.f;Ra and 4i�clt6is dommEot;iu auyPotm,�sptohiEq¢dxahom ihewmenplrmisttnn Eles?4�E PaatTmsiit;AChooyT T,c^.cll(_P.E; L Job Truss Truss Type Qty Ply XCAS6519DS FG03 Flat Girder 1 2 A0188008 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:51 2017 Page 1 I D:91 ftG—OBvLYIHkW NQ51 AN UyEl5q-vM1GVn_owkvU WlKapaHAWzl sMQw_CyMK_R_AYjzhyoM 0- 12 6-4-0 12-7-4 12 -0 0-2-12 6-3-4 6-3-4 0 -12 Sx6— 1. x4 11 5x6 1 8 9 1 1 1 3 Li W1 W1 8 F- 13 5 14 4 6 3x8= 3x6 11 3x6 II 0-Qr12 6-4-0 12-7-4 12r8-0 0-6'-12 6-3-4 6-34 0- 112 Plate Offsets(X,Y)— [1:0-3-0,0-2-121,[3:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.06 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.09 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.04 5 >999 240 Weight:141 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3*Except* Standard h=18ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS WI:2x6 SP No.2 Vert:1=-313(B)2=-187(B)3=-313(B)7=-216(B) BRACING- (envelope);Lumber DOL=1.25 plate grip DOL=1.25 8=-187(B)9=-187(B)10=-187(B)11=-187(B) 4)Provide adequate drainage to prevent water TOP CHORD 12=-216(B) Structural woad sheathing directly applied or 6-0-0 oc 5)Platg. purlins, except end verticals. rotation Plates checked for a plus or minus 0 degree BOT CHORD rotation about its center. Rigid ceiling direct) applied or 10-0-0 oc bracing. 6)Concentrated loads from layout are not present in 9 9 Y PP 9 Load Case(s):#101 list Moving Load;#201 2nd REACTIONS. (lb/size) Moving Load;#301 3rd Moving Load;#401 4th 6 1540/0-3-2 (min.0-1-8) Moving Load;#501 5th Moving Load. 4 1540/0-3-2 (min.0-1-8) 7)This truss has been designed for a 10.0 psf bottom Max Uplift chord live load nonconcurrent with any other live P loads. 6 -1266(LC 4) 8)*This truss has been designed for a live load of 4 = 1274(LC 4) 20.Opsf on the bottom chord in all areas where a Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6 1540(LC 1) bottom chord and any other members. 4 1540(LC 1) 9)Provide mechanical connection(by others)of truss FORCES. (lb) to bearing plate capable of withstanding 1266 lb uplift at joint 6 and 1274 lb uplift at joint 4. Max.Comp./Max.Ten.-All forces 250(lb)or less except 10)This truss has been designed for a moving when shown. concentrated load of 200.Olb live located at all mid TOP CHORD panels and at all panel points along the Bottom Chord, 1-7=-1634/1192,7-8=-1634/1192, nonconcurrent with any other live loads. 8-9=-1634/1192,2-9=-1634/1192, 11)Hanger(s)or other connection device(s)shall be 2-1 0=-1 634/1192,10-11=-1634/1192, provided sufficient to support concentrated load(s)400 11-12=-1634/1192,3-12=-1634/1192, Its down and 413 lb up at 0-3-8,216 lb down and 206 1-6=-1476/1283,3-4=-1475/1291 lb up at 1-0-12,187 lb down and 227 lb up at 3-0-12, WEBS 187 lb down and 227 lb up at 5-0-12,187 lb down and 1-5=-1217/1665,2-5=-1249/1083, 227 lb up at 6-4-0,187 lb down and 227 Its up at 3-5=-1217/1665 7-7-4,187 lb down and 227 lb up at 9-7-4,and 216 lb NOTES- down and 208 lb up at 11-7-4,and 393 lb down and 1)2-ply truss to be connected together with 10d 420 lb up at 12-4-8 on top chord. The (0.131"x3")nails as follows: design/selection of such connection device(s)is the Top chords connected as follows:2x4-1 row at 0-7-0 oc responsibility of others. ,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at LOAD CASE(S) 0-9-0 oc. Standard Webs connected as follows:2x4-1 row at 0-9-0 oc. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2)All loads are considered equally applied to all plies, Plate Increase=1.25 except if noted as front(F)or back(B)face in the LOAD Uniform Loads(plf) CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B), Vert:1-3ra7e,Loads 0 L unless otherwise indicated. Concentrated Loads(lb) 1 Wpniy flnsetlmu4r teen me lll0;r➢6f5 f�iL';5fi3AE7(N16.1S0,(A:iS(OS(CY'Wt'i97:D'.&04'([to1:Ef1',lan�lr.'dtM pyua.•ktsrNiel tint rrei+ue 1p her��'ak Be Rgmj).Colt llyr Ik.nT fle[tLdnen.Glees met lse ra intte l60eplp umi�att'e sexllS eseriu rtc�uit rdi rs l s p hf x(i,Siutlry Nl m s i aory io Ft esun a,�, dmr e l i y i I ,(:dtl:�tdn(sntk rn 1t^n1c m.ICt p trtnt tue.i -.. ,,(xCy.ntle 4�i !ur Anthony f-Tomtio'111;P.E. ut eudtr s fr ep ki6f s of lFt sGitidbC f C es zlmne yr.0 to inlreg r:io fie m(ditp:;t4(tC f5el xlb,luq n9 /R'1 r,it tddn R'0 i,yfiti dll 1 e[een3bs4ey i j ns trocw4ecy d f t i s 81j e1. 8boB, ➢e9ltegPsreuasle#'etltr;ffut st.-tq�610 nlltrrrsffi[ii Iped'3tlttrlfik r(r p.uelSlthkicCa(rlSpri{Ekel1 I rfkAeiltl tttatr dpiia a Ifll[5vn@enst "*nitu tnfi,SttdP h+ROs+:ea;iioss0e.�fy:,,rstdl s Ymn3n.:ukis 4451 St.Liii Blvd ,itleiwnk6ufEtl(xrtiiiiguEgn,snreclraipnssm(lttN,lAelr s6tsa[y�xiis/01f4eGllerfiei!9�ri istsne:.�pvtta =e,u97,,.4b�plld istxa,nttieFg fam. Fart ,FL`349Ao (oppig519.7016AdR,oitpasses-.AciRonyTTm`.ui101,ReOmID N61 f ibis docnment,inbuyferm,i sp tobio.edwBhoutthiwifitap amissicafromAIR,uf m liiet-lrthbnyfTm5.i1f,P.E: Job Truss Truss Type Oty PIY A0188009 XCAS6519DS HJ3 DIAGONAL HIP GIRDER 4 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:51 2017 Page 1 I D:91 ftG_OBvLYIHkWNQ51 ANUyE]5q-vMtGVn_owkvU WlKapaHAWzi uUQwQCOJK_R_AYzhyoM -1-10-10 2-6-0 4-2-3 1-10-10 2-6-0 1-8-3 3 • 2.83 F12 7 2 T1 • 1.5x4 II 1 B1 8 4 A' 5 3x6 11 4-2-3 4-2-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.02 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MR Wind(LL) -0.01 4-5 >999 240 Weight:18Ib FT=0 LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 59 lb uplift at WEBS 2x4 SP No.3 joint 3 and 202 lb uplift at joint 5. OTHERS 2x4 SP No.3 7)Hanger(s)or other connection device(s)shall be BRACING- TOP CHORD provided sufficient to support concentrated load(s)124 lb down and 137 lb up at 1-4-9,and 124 lb down and Structural wood sheathing directly applied or 4-2-3 oc St r except end verticals. 137 lb up at 1-4-9 on top chord,and 24 lb down and BOT CHORD 45 lb up at 1-4-9,and 24 lb down and 45 lb up at 1-4-9 on bottom chord. The design/selection of such Rigid ceiling directly applied or 10-0-0 oc bracing. connection device(s)is the responsibility of others. MiTek recommends that Stabilizers and required 8)In the LOAD CASE(S)section,loads applied to the cross bracing be installed during truss erection,in face of the truss are noted as front(F)or back(B). accordance with Stabilizer Installation quide. REACTIONS. (lb/size) LOAD CASE(S) 3 = 66/Mechanical Standard 5 = 235/0-10-15 (min.0-1-8) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 4 = 21/Mechanical ,Plate Increase=125 Max Horz Uniform Loads(plf) 5 = 92(LC 4) Vert:1-2=-70,2-3=-70,4-5=-20 Max Uplift Concentrated Loads(lb) 3 = -59(LC 8) Vert:7=117(F=59,B=59)8=60(F=30,B=30) 5 = -202(LC 4) Max Grav 3 = 66(LC 1) 5 = 235(LC 1) 4 = 61(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=170mph(3-second gust) Vas4=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=11ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)TtTis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. a•ly riennm;ur��; a_iim tiCiis s_t�;-stc3itiiuss,�s�n:�es�usreuvnajeu�5a'[ew.iri�ni�ur+ r r w e�nEu, aii s,_ �n •ynn'a�;aner�i rir n;r u� n ierine �is:cn:isr�t anru sir '. gae�a � > i x eonrt,"ttli Es;or�r rtEisrugin rn.x narN�ga mecretlogrcti.rt:rq a1r ag6tl r�sgs+ r Er�i bx b enrnl meat gFar ancan3ta AnthcnyT.TomtiotItP -E: ni n.dre srx iartf ll Is lien r dmC Ai C-ns+d dq-5un ralta7h�ti 9 n 1dh R::&ft( /iri xIS 1�,jid (EFFI R rrrt ddn IDU iK{fitdn�fl r dK}hs Two,1 �i,nsh 4nn+irttiy tS.Vt t fliijd, 80083 k o'n�pr�tvrfnsigxaeiicia raps +i•+��o r rae'iEre�inryt .rr-peafs�iri n�a�trugruinri f5rariiin uasrsa.�a.e.tniehq:n�iegnp7s,r sdsswi+q�s�gty:<n�.tEs�Ksr .ci�xi i 445iStLuoe6lvd,. Ar .iR�nne 4fi rr�'+ertl�rrd j,s:�a+giyar�nw�i,da;�ti¢rncso:EtryoiiiRutn�f unr oii:}x�xL st gntirasur�,teriuqu nrlld�,et xx;❑��s"a�fsEttl:, ForE:.Poer_e,FL;34945 (eppigh1�1016Al.raiFassei-laih��yrTamcitl;P.E,Reprcd�aiz:illthisdncumeot;in6npferm,ispiohitite! uhootifiemmenpeimissieafmroAlGatGosuilwthnntl-txEnll(;P.E; Job Truss Truss Type Qty ply XCAS6519DS HJ3E DIAGONAL HIP GIRDER 2 1 A0188010 ' Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:52 2017 Page 1 ID:91ftG_OBvLYIHkWNQ51ANUyEI5q-NZRei7?Qg21 L8uumMHoP3AZ34gFYxTZTD5kk49zhyoL -1-10-10 2-6-0 4-2-3 1-10-10 2-6-0 1-8-3 3 2.83 F12 - I 7 _ 2 T1 1.Sx4 II 1 131 8 4 5 3x6 11 4-2-3 4-1-13 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.01 4-5 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.03 4-5 >999 240 Weight:18 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 60 lb uplift at WEBS 2x4 SP No.3 joint 3,293 lb uplift at joint 5 and 70 lb uplift at joint 4. OTHERS 2x4 SP No.3 BRACING- 7)Hanger(s)or other connection device(s)shall be TOP CHORD provided sufficient to support concentrated load(s)126 Structural wood sheathing directly applied or 4-2-3 oc Ib down and 137 lb up at 1-5-4,and 126 lb down and puriins, except end verticals. 137 lb up at 1-5-4 on top chord,and 78 lb down and BOT CHORD 46 lb up at 1-5-4,and 78 lb down and 46 lb up at Rigid ceiling directly applied or 10-0-0 oc bracing. 1-5-4 on bottom chord- The design/selection of such connection device(s)is the responsibility of others. MiTek recommends that Stabilizers and required 8)In the LOAD CASE(S)section,loads applied to the cross bracing be installed during truss erection,in face of the truss are noted as front(F)or back(B). accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 3 = 65/Mechanical Standard 5 = 237/0-3-11 (min.0-1-8) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 4 = 20/Mechanical ,Plate Increase=1.25 Max Horz Uniform Loads(plo 5 = 95(LC 4) Vert:1-2=-70,2-3=-70,4-5=-20 Max Uplift Concentrated Loads(lb) 5 = 293(C 4) Vert:7=117(F=59,B=59)8=62(F=31,B=31) 4 = -70(LC 4) Max Grav 3 = 65(LC 1) 5 = 237(LC 1) 4 = 59(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) _ Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=18ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);porch left exposed;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- 4)'This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. v.,aug fl 8 anNtre.ia A 1110,7163,Si7',aeEk3At tdRS6[Jkn ll;,liS fgfiCOPYPdi 1&A9S.f0"aY 11,(zn.�IerEl! I,rx,.,fut tel red ae s t5 srnµ unfg P 1pds,+�de lers ll Lzka Ui;r le!v t�SleaSEelm na Crins eEa lse ra! to l6n,edj giLicusxl ridrs tall k,a!t7e'Nnla c Is,rrestgsac Eaten !L reMr,l�t,ee txt saxpt[,al eama a+.�an rm ,I sss�o ur s �,r,.x,! gaus.a�a rrK+r�aat snag q entru,r iasya ..3 ;,t .,r.�c�e can s,rr pntheriy T.Tomtio"it[,P.E: ttia�d� ntwprr,llsr n�1 ,�,armtc t�c`nittaumm�px.�n:wt� � ai xhdArs.n;derstalntlalklrgcdde !r'tt tp rrndirs 1^n l�grd rner an�snjhnry I j:usnro-Ami•aa;i;asers� .r, r.�nl�; �.80083 ' nr.u�garyrasoaeip mtatettan4nto lr,egeaitlpedmstnei�urr�, Isfinutrsrwausgra6:�,nrvlSSAra'aln lw�Yar.�,a rFFit,Sxtnrreir htletnll:nitdnlstUennaraiaitCr'rant"seedlnssMuhdneduleis. ' Mtr!is,aehr�!lr,i,Hmll aed ,T,;dn1.7 onetlt,rd:lleintsOaanG rs:Fi ii r7ltl Fa Ut ail ut,rL ut,flazh k. Allia,.11 ip noli el er.-„iln5! RII. d4$15t LUCIQ I}Ivd,. m r r.r r r ! I� 1 r r ForE Pier e,fL;34°46 � (appigh1�1016 AJ isofLnstac-Arihnayrim�e A(,P.f;R;prodon�>r;lihis documint,inanp}oTm,rl ptoh�gzd xnEoutthearitienpeimisties ham6�li of T,nfizs::AChonyi T;cEo ti(,P.F: " I Job Truss Truss Type Qty Ply XCAS6519DS HJ3F DIAGONAL HIP GIRDER 2 1 A0188011 Jab Reference o tional Al Roof Trusses,Fort Pierre,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:52 2017 Page 1 I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-NZRei7?Qg21 L8uumMHoP3AZ39gFjxSYTD5kk49zhyoL 1-10-10 1 4�8 2-9-9 4-2-3 , 1� 1-4-15 0-3-9 1-1-1 1 2.83 12 4 3x4� 1 3 to 1.5x4 II 2 1 oc�( 12 8 2x 6 5 9 4x6 11 3 10 1.5x4 11 3x4= 0-Q-6 1-8-8 4-2-1 , 0113 1-8-2 2-5-11 Plate Offsets(X,Y)— [6:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.02 7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MS Wind(LL) 0.03 7 >999 240 Weight:30 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; WEBS 2x4 SP No.3*Except* h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS W2:2x4 SP No.2 OTHERS 2x4 SP No.3 (envelope);porch left exposed;Lumber DOL=1.25 BRACING- plate grip DOL=1.25 TOP CHORD 3)Plates checked for a plus or minus 0 degree Structural wood sheathing directly applied or 4-2-3 oc rotation about its center. uriins except end verticals. Except: 4)This truss has been designed for a 10.0 psf bottom 10-0-0 oc bracing:7-8 p p chord live load nonconcurrent with any other live BOT CHORD loads. 5)'This truss has been designed for a live load of Rigid ceiling directly applied or 6-0-0 oc bracing. 20.Opsf on the bottom chord in all areas where a MiTek recommends that Stabilizers and required Y rectangle 3-6-0 tall b 2-0-0 wide will fit between the 9 cross bracing be installed during truss erection,in bottom chord and any other members. accordance with Stabilizer Installation guide. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss REACTIONS. (lb/size) to bearing plate capable of withstanding 75 lb uplift at 4 = 90/Mechanical joint 4,422 lb uplift at joint 9 and 123 lb uplift at joint 6. 9 = 359/0-3-11 (min.0-1-8) 8)Non Standard bearing condition. Review required. 6 = 58/Mechanical 9)Hanger(s)or other connection device(s)shall be Max Horz provided sufficient to support concentrated load(s)160 4 = -312(LC 28) lb down and 92 lb up at 1-5-4,and 156 lb down and 9 = 266(LC 34) 62 lb u at 1-5-4 on to chord,and 77 lb down and 45 Max Uplift p p P lb up at 1-4-9 on bottom chord. The design/selection 4 = -75 LC 26 f ) of such connection device(s)is the responsibility of 9 = -422(LC 4) others. 6 = -123(LC 6) 10)In the LOAD CASE(S)section,loads applied to the Max Grav face of the truss are noted as front(F)or back(B). 4 = 97(LC 19) 9 = 362(LC 28) 6 = 151(LC 30) LOAD CASE(S) Standard FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max.Comp./Max.Ten.-All forces 250(lb)or less except ,Plate Increase=1.25 when shown. Uniform Loads(plf) TOP CHORD Vert:1-2=-70,2-3=-70,3-4=-70,8-9=-20,5-7=-20 2-11=-594/396,3-11=-513/375, Concentrated Loads(lb) 3-4=-326/248,2-9=-310/350 Vert:11=-36(F=-19,B=-16)12=30(B) BOTtHORD 9-12=-282/379,8-12=-282/379 NOTES- 1)Unbalanced roof live loads have been considered for this design. nrrnr Flm.d nsNrrzix ne AllO�ilb'`5lf.rri,gfl3llYtlflS6U%W'11::1iS(JSII'Y"{7+'3`r,4AfiS€OiUr61'4vn�lrtl�r.tn..Arrs ullelp.'.su3aiLest Ces7 D,s�ry(IIR;eMi6 iDur r-LsM ifyP l�n eaS�Siteiq n.:Ccksss ne s�ei dtlFD.eelj ua!tuartr+lkisi4Uka1ln2c't9pkerdCds lrssop�:6r n{s::Sremer[epn rl„a�iP ritFs<mw esprtrdmrr+"c dpS ri1r�ya�nyrrRet-,ddrmlr ll�ancto�' it a nu jed� s.�Fnu;,�ar t^.ecun.sry- Anthony! iomtio'II[,:P.E:. fr rt+(IRt D n!. hdbC -ds9i:n eAmiserstrn&d6r r�rxf"u7 tl IdMR_tlxR( Inslaf 6nred sNF1'1 r,!!md hlCD eialfied❑dd r sadeClkrt"7 i jpfi�nlh Fs4di @ p rJdjd 80083 , 'Dot 3rulD s,x.ns t.ekidrt Riled ss4.610' /MarrsG[es IF d rllul l.�rt�rW Yletrt$ea Lya{IrLil l4t411I 15&A,•ydn !F{'xdp >'t.iHlffias&i;resr s,lt+sr nl2;iiasl0.l sDzertiets Ce ysh,.e,nl lns vmhSn yuless g4515t LuCi4.6Ivd, �d rt n ll r ni}ywe rrPv 're7rltn!i. ,4.i1 rn 6 aFrgbryhtVdelri/IrrOeillxf rr sSene:Frnad re7u_y:.1,R lDdid x:�+naF l.,inl: Fort;Pierce,rL;;3046 � (eppighf�7016 R'LR ntLutixt��t6?inyfTm,c,�i(;P.F;Rrlodonix crthisdocuciint:inonyfnim,is�lo6ihii_ed v,uhou!!fievlitienpeiioisricatleoA lR alGuiizs'-Aithooy:I T:mEe Hi,P.F: Job Truss Truss Type Qty Ply , XCAS6519DS HJ3P DIAGONAL HIP GIRDER 8012 2 1 A018 LbReferenre(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:53 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 AN UyEISq-rl?OwT03RL9Cm2Tyw?JebO6E_EcOgvpdSITHcbzhyoK 1-10-10 2-6-0 4-2-3 1-10-10 2-6-0 1-8-3 3 2.83 F12 7 2 T1 1.5x4 II 1 B1 0 8 4 5 3x6 11 4-2-3 4-2-3 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.02 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MR Wind(LL) 0.03 4-5 >999 240 Weight:18 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 59 lb uplift at WEBS 2x4 SP No.3 joint 3,278 lb uplift at joint 5 and 66 lb uplift at joint 4. BRACOTHERS 2x4 SP No.3 7)Hanger(s)or other connection devices shall be TOP CIHORD provided sufficient to support concentrated load(s)124 Structural wood sheathing directly applied or 4-2-3 oc lb down and 137 lb up at 14-9,and 124 lb down and purlins, except end verticals. 137 lb up at 14-9 on top chord,and 75 lb down and BOT CHORD 45 lb up at 1-4-9,and 75 lb down and 45 lb up at Rigid ceiling directly applied or 10-0-0 oc bracing. 14-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. MiTek recommends that Stabilizers and required 8)In the LOAD CASE(S)section,loads applied to the cross bracing be installed during truss erection,in face of the truss are noted as front(F)or back(B). accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 3 = 66/Mechanical Standard 5 = 235/0-10-15 (min.0-1-8) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 4 = 21/Mechanical ,Plate Increase=125 Max Horz Uniform Loads(plf) 5 = 92(LC 4) Vert:1-2=-70,2-3=-70,4-5=-20 Max Uplift Concentrated Loads(lb) 5 = -278((C 4) Vert:7=117(F=59,B=59)8=60(F=30,B=30) 4 = -66(LC 4) Max Grav 3 = 66(LC 1) 5 = 235(LC 1) 4 = 61(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=13ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);porch left exposed;Lumber DOL=1.25 plate grip DOL=125 2)Plates checked for a plus or minus 0 degree rotation P about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. Nnthjfl ft vHt nn ihi AllO iiCLFS 5 d:sft7tCfINSd(Ok�U:IIS(7fiCN{'t7r[9itUk 8FFkY HP Len fudtk Fpi t.d lut ?+tiS 1317 wl�lV add 4l5 rtT atc 114t Ik SSekL ile ne,NJeus.'misefa'1.i Wli I/' u(:'z dxk>Ee Metes iMrll¢a fh ne Wullttl As trssopge USw x{2:.5� »F f,p n srJ �J[�,Jte:.m®rett kedarr I�,u, t uon..fFryft acts d7e uopkt_,t'e.fr na^¢ b e i&t T,e¢� ,,hmrF e�s;taLS!er AnthchiT Tomtit lIl;P.E. _ r.i.ua� f In.Fitaw3 n 1 '�erAtxc a c!tsellnr' yezrmea�t:3 -,wn�wttstr•Irneai Ibbil -.reel rtrrr a ddh iCD ralrgtt tftT �m3Frruq:��,�,id m tFe,y,a:F ex i s�aai�i =.B6083 . 0 1e'rgo sr�..xkmUokea r en i ssf iaato / rRat;ck 11 e9¢eidnel r:Fo ,ems yiar r�{lanr ler":n rr IS Aerre�ne k �•.,xa.F,�,t iFriiemgn lsrrn�is,e6ie:essn i sto fiiieCe>, x diP Ymh3geedas ..- . Ad5i.5t.Lude.Blvd,. kne slrtAirl(nnu9g2dr m R_pri7rn�il l i,ilefrosDra[a3arht7tntlupoei�p ries;kn Frin >I re,ultdgarpaid :ukrtefi i nt F6rtPi6ke;FL;3446 � Copnighl�➢QI6 hJ AcoiL9sses Avih6ayl T.m,c.i(;P.E;Rellodonxilthisdnlr.meot.in oriy krry dpiohi�iixd.xufiuott6e krrfieppelminwsfioml:IFoGasszs�kcihoiirGisEa H(;P,E: I Job Truss Truss Type Qty Ply XCAS6519DS HJ4 DIAGONAL HIP GIRDER 1 1 A0188013 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@allruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:53 2017 Page 1 I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-r1?OwT03RL9Cm2Tyw?JebO6DAEZggvpdSlTHcbzhyoK 1-10-10 3-5-11 6-1-8 1-10-10 3-5-11 2-7-13 3 • 2.83 V2 8 m 7 1 n c?CV 2 • 1.5x4 II 11 131 11 e• 6 9 10 4 5 3x6 11 6-1-8 6-1-8 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20-0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.07 4-5 >966 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.13 4-5 >542 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.04 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MR Wind(LL) -0.03 4-5 >999 240 Weight:24 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 125 lb uplift at WEBS 2x4 SP No.3 joint 3 and 218 lb uplift at joint 5. OTHERS 2x4 SP No.3 BRACING- 7)Hanger(s)or other connection device( )s shall be TOP CHORD provided sufficient to support concentrated load(s)124 Structural wood sheathing directly applied or 6-0-0 oc lb down and 137 lb up at 1-4-9,124 lb down and 137 purfins, except end verticals. lb up at 1-4-9,and 51 lb down and 60 lb up at 4-2-8, BOT CHORD and 51 lb down and 60 lb up at 4-2-8 on top chord, Rigid ceiling directly applied or 10-0-0 oc bracing. and 24 lb down and 45 lb up at 1-4-9,24 lb down and 45 lb up at 1-4-9,and 14 Ill down at 4-2-8,and 14 lb MiTek recommends that Stabilizers and required down at 4-2-8 on bottom chord. The design/selection cross bracing be installed during truss erection,in of such connection device(s)is the responsibility of accordance with Stabilizer Installation uide. others. )In the LOAD CASE(S) REACTIONS. (lb/size) face of a truss nosed as section, front(F)or the back(B) facet 3 = 158/Mechanical 5 = 29210-10-15 (min.0-1-8) 4 = 47/Mechanical LOAD CASE(S) Max Horz Standard 5 = 117(LC 4) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max Uplift Plate Increase=1.25 3 = -125(LC 8) Uniform Loads(plf) 5 = -218(LC 4) Vert:1-2=-70,2-3=-70,4-5=-20 Max Grav Concentrated Loads(lb) 3 = 158(LC 1) Vert:7=117(F=59,B=59)9=60(F=30,B=30) 5 = 292(LC 1) 4 = 106(LC 3) FORCES. (lb) Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-281/220 NOTFS- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=11ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. WxFhj FlmuR rF;Ilrre:ir( lllC-'rCSS3,gl.E'�,r(t3Al1iW56rlLCIk.M1StS1SiCNi'Yl•3f1f1FC�iE[roY.pl.4an'rerrfl2u7p rmF-4ltrdititesl lGdsrms2elgClF Ry�P]l a9hlSh rl iuSE lii r_IdelSlnEe(eie ls:.[rlrnaCx.he t^JdndefFO:eEIj urizm�xd�ncihuelltehsenmurt�;;'rrr o:ta�E:ram{isr�Firrpw,n:sxtr,•a,tra7nrlltFmnrv :ramrl,! yFrl'ssg.avllnE .+.atrrFEsg,ta.rprsrr•aac_ncigcgFetrtni.fievsyrui.quc,ssi<r.lrus•wls�:g. .-Annccn-,STorrabo'III•-P.E: -ni'n'rdh! t fAnyttiKs dr rnctrddC d:Ciert SF;dFm ilg-L li nr Wtt lC ga .r Fh fAPO;dlrxrslM h�l?IGFg ie!rtRFi r rFliidF'he RUFe/1Flfieir Ail r adpnlFitLn I 1!nsh R4Faelrfmsr Idif dr .l sirlil�d Y n2SigrclD jHPlIIAIKI fi4Hnn3IO 1,7eiRotisfdrldaltAr (riCrfBt FI�RLdI1�rlL:flirrlr 1$j{Ct,IdNtlNrld{ iT,llr41lIN311 ijillt111_nSdN115SUn,TIFtSCNP1IrR UIiRfCIIAl3 Gk55 f _ _ _ .. 80063 !. liler+isl GruaiFotunFn ierpjqu�wlGxyri rirtlnpp+.te,inc,ol,:nryieernr�rnro.yaraeyNe,rinit anFz.[ryhie(s!erb,uir,:urrr�IrHx tlR�ie�nglzlnt - 4451SFLuaeStvd,- �, .. ", Fort.Pierce,FL;394gfi Ceppig6l�,2016 Ed N.olBusszi-Lcitinayl La.e Af,'P.F;R riudoitn;:cllhis darumeof,in any torm,is po6i�itad wohoott6gdiinin pelmisiice frea A:I g otGp3ui:,Athonya T-e5e It(;P.E: Job Truss Truss Type 1Q'y Ply XCAS6519DS HJ5 Diagonal Hip Girder 1 1 AO188O14 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:54 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-JxYP7pOhC1H3OC29Uigt8beT2exdPLzmhPDr92zhyoJ -1-10-10 3-8-14 7-0-2 1-10-10 3-8-14 3-34 4 2.83 12 Dead Load Defl.=1/8in 3x4 11 3 1 ' 10 1.5x4 II 2 W 3 i 2 °9g91 1 Q• 12 13 7 14 15 6 6• 6• 8 1.5x4 II 5 4x4 3x4= 3-8-14 7-0-2 3-8-14 3-34 Plate Offsets(X,Y)- [2:0-1-13,0-0-0),(8:0-1-11,0-0-6) LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.13 7 >650 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 VerI -0.31 7 >261 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(TL) -0.19 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.07 7 >999 240 Weight:31 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 5) This truss has been designed for a live load of BOT CHORD 2x4 SP M 30 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING- 6)Refer to girder(s)for truss to truss connections. TOP CHORD 7)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 95 lb uplift at pT joint 4,199 lb uplift at joint 8 and 49 lb uplift at joint 5. ROOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8)This truss has been designed for a moving concentrated load of 200.O1b live located at all mid REACTIONS. (lb/size) panels and at all panel points along the Bottom Chord, 4 = 165/Mechanical nonconcurrent with any other live loads. 8 = 276/0-10-15 (min.0-1-8) 9)Hanger(s)or other connection device(s)shall be 5 = 98/Mechanical provided sufficient to support concentrated load(s)133 Max Horz lb down and 137 lb up at 14-9,133 lb down and 137 8 = 131(LC 4) Ib up at 1-4-9,and 53 Ib down and 58 Ib up at 4-2-8, Max Uplift and 53 lb down and 58 lb up at 4-2-8 on top chord, 4 = -95(LC 8) and 24 lb down and 45 lb up at 14-9,24 lb down and 8 = -199(LC 4) 45 lb up at 1-4-9,and 14 lb down at 4-2-8,and 14 lb 5 = 49(LC 8) down at 4-2-8 on bottom chord. The design/selection Max Grav of such connection device(s)is the responsibility of 4 = 165(LC 1) others. 8 = 419(LC 18) 10)In the LOAD CASE(S)section,loads applied to the 5 = 264(LC 17) face of the truss are noted as front(F)or back(B). FORCES. (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 NOTES- Plate Increase=1.25 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Uniform Loads(plf) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; Vert:1-4=-70,5-1 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Concentrated Loads(lb) (envelope);cantilever left and right exposed;Lumber Vert:10=117(F=59,B=59)12=60(F=30,B=30) DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3 Concentrated loads o layout are o present I ) from y r not pr nt in _ Load Case(s):#101 1st Moving Load;#201 2nd Moving Load;#301 3rd Moving Load;#401 4th Moving Load; #501 5th Moving Load;#601 6th Moving Load;#701 7th Moving Load. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. vnn Fl nmFbreiwn Lx llig -nCS.351T g g .e!i3Al " , , T t Ot SlnE J sx ls ra IO,I U6[� ILM e ks s8syfi ryFl�sekne hn ri ( WiT=.zme;4x gars sidrufs ltzrx iWH1(dl lsfins g mG{n xqa-SI'sg Gr �e vtl aa+,p rlesfm®�or'•.sranepa si tl srS r;,r .a 7s:1 t,t2e suik rrt Ipi�aa e_toe Ir fu tni..teeu(� .spn.<e.ixisi,edvrc wtsiap- _ Anthcr'T.'T&T6o IIf-RE. n1.YdCa udr ar rrlifir sn ts:.t ataC rneCnecAGrhf gS rl?:Exli7 g' ne detaN n'_nr lx lbl�l b:Il etm�WRt rrtmadh ND 1,yfi�tl dd( :ed.,CyFiTai11•.lsh 6a iirey•dlt + iJntd Y ue S.3lctC srpx¢epskiA 1N sl s�rAanalO / ...;atasres Ipcam+hz47w rr� rSCrrdfas.�nsorl��n r 1521 ieln Irr�,dg,.>a' tr4ir�Ins6Pes(nti,Tfir,m+41Kra0.tn osmn;ra�sge(&,�n�olins r��p rdess --� 4451.St Lude Blvd. i8e gisf4raAFrrixnMf4nt l rk+r 4Yf r7r n d 1"toe in CrspGgavluC9in GYhp oui,tr nL sss n:.F�rh nur tetlYq lli tofndh,a >n.dash elxR41. .. F6rt-Pier e,FL j4946- (ppjlrgdl�1016 AEI RaolLossxs f.�ihnnyT Lm,e nI,P.P,'Re IodoFl.a YI rhls dul�meot.in aup farm,Is piohitged xohoutifie eritien pnmsssiva flea A 16 ottrtissisb Atholigl'1:c5d ll4 P.E; i Job Truss Truss Type Qty Ply XCAS6519DS HJ7 DIAGONAL HIP GIRDER 1 1 A0188015 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:54 2017 Page 1 I D:91 ftG—OBvLYIH kW NQ51 ANUyElSq-JxYP7pOhCfH3OC29Uigt8beOHevtPl—mhPDr92zhyoJ 1-10-10 5-10-5 9-10-1 4-10 5-10-5 3-11-12 4 Dead LoJ'Defl. 1116 in • 2.83 F12 0 3x4: 1 3 • 11 m v �N 10 S s 2 1.Sx4 II 1 6' 13 14 7 15 6 6, g 8 1.5x4 11 3x4=5 46 11 5-10-5 9-10-1 5-10-5 3-11-12 Plate Offsets(X'Y)— [8:0-3-12 0-2-0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (Ioc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.10 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(TL) -0.05 4 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.05 7 >999 240 Weight:44 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No. *Except* Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; W 2x6 SP No No.2 h=12ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 (envelope);Lumber DOL=1.25 plate grip DOL=1.25 BRACING-TOP CHORD 2)This truss is not designed to support a ceiling and is Structural wood sheathing directly applied or 5-11-1 oc not intended for use where aesthetics are aconsideration. purT except end verticals. 3)Plates checked for a plus or minus 0 degree ROT CHORD rotation about its center. Rigid ceiling directly applied or 9-10 4 oc bracing. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)'This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4 = 145/Mechanical bottom chord and any other members. 8 = 475/0-10-15 (min.0-1-8) 6)Refer to girder(s)for truss to truss connections. 6 = 343/Mechanical 7)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 107 lb uplift at 8 = 166(LC 4) joint 4,294 lb uplift at joint 8 and 146 lb uplift at joint 6. Max Uplift 8)Hanger(s)or other connection device(s)shall be 4 = -107(LC 4) provided sufficient to support concentrated load(s)125 8 = -294(LC 4) Ib down and 137 lb up at 1-4-9,125 lb down and 137 6 = -146(LC 8) Ib up at 1-4-9,51 lb down and 60 lb up at 4-2-8,51 lb Max Grav down and 60 lb up at 4-2-8,and 96 lb down and 125 4 = 145(LC 1) lb up at 7-0-7,and 96 lb down and 125 lb up at 7-0-7 8 = 475(LC 1) on top chord,and 24 lb down and 45 lb up at 1-4-9, 6 = 343(LC 1) 24 lb down and 45lb up at 1-4-9,14 lb down at 4-2-8, 14 lb down at 4-2-8,and 37 lb down at 7-0-7,and 37 FORCES. (lb) lb down at 7-0-7 on bottom chord. The Max.Comp./Max.Ten.-All forces 250(lb)or less except design/selection of such connection device(s)is the when shown. responsibility of others. TOP.CHORD 9)In the LOAD CASE(S)section,loads applied to the 2-10=-677/282,10-11=-685/290, face of the truss are noted as front(F)or back(B). 3-11=-640/287,2-8=-439/273 BOT CHORD 8-13=-347/627,13-14=-347/627, LOAD CASE(S) 7-10-347/627,7-15=-347/627, Standard 6-15=-347/627 1)Dead+Roof Live(balanced):Lumber Increase=1.25 WEBS ,Plate Increase=1.25 3-6=-688/381 Uniform Loads(plf) Vert:1-2=-70,2-4=-70,5-8=-20 Concentrated Loads(lb) Vert:10=117(F=59,B=59)12=-93(F=47,B=47) 13=59(F=29,B=29)15=-37(F=-19,B=-19) nnsiq fl flupilfn:k it Al lni'l..Ic Si3,.eRllI I'Mi JiOn:AS 6RIA"im3]3IXAC'Poi€[bYE%1'.Lvo.�tc�f sppss zten trlYeel oas tnat fnss1'esiS Or �(1[/'Io ilVelstexil isske N;Pslk'sSMileYn+w_CetnsCar¢rdl te160,edj t }edi'taat4r}ktrs skllkt tinne,NnitsdK AtrTnssOFryr g{iSptasyFrgi Mn s+J nes5 i6 egresun ern`rs2ns rsF iwdn c 1 t prYn irtxim d}<su �Tm t^�ictR fOL If.settlln i1•.av;tu apn,isaf iNsc wrSitlp ""t g q_ > t �:MthcriyT Toml7olII�P.E- Wn:dn t�rPflH� neap se�tjdreCm n c.ansmn t gi'�2SnILs3 � y.ndtl;fn;lr_m¢ tMdsIY+Jls�se�WiFll tie,fp'ddn!oD !.ifiga do 1 sdtr3ror,,d g;nsh c,. it ysSaf�x �_n!nld; BU083., ' i1:>i'tgOs+gre axis e�tsr a�fec�ss.�n�o to siM;prtCitii bred sdt'Isii.r(,.ted 5v`st119srzirn{I(SOf 11T Ie lSbA eiYdn t6cf.nag�xt.IfFl "till l�s,o� ,usl:Ix rn hg ea"ullrtssY;hdun:N<ss 4451St Lur:ie.8lvtl,. f finer: &iuklSrrisene{I sgrsdgptpn llrlp rydl�tM;idp nsUes pp ragaeHGL^ttle knilbp Nitpp{r rL ss.Ines Njnwv ,l lOq..)114i itl Haim isGi 1:TIN - d •, _ _ Foik.Pier (ep"pigh!D 10I6ld AsalLasiei-,IIPih�ny f T Luc iif P;F;Rt�fodogik df thl!dot�ment;in onj form!s ploh2iizd xahou!!Ee trtinen pfemtsiiaa lino Ad i at Gu£ui A'rihonyLTee5o It(;P.P. Job Truss Truss Type city ply XCAS6519DS HJ7C DIAGONAL HIP GIRDER 1 1 A0188016 ' Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:55 2017 Page 1 ID:91ftG_OBvLYIHkWNQ51ANUyElSq-n76nL81JzzPv?MdL2QL6hpBa028T8j6vv3yOhUzhyol -1-10-10 2-5-11 4-7-13 5-1-25-6-6 7-6-7 9-10-1 1-10-10 2-5-11 2-2-3 0-5-40.5-0 2-0-1 2-3-10 6 6 Dead oad Deff.=114 in 2.83 12 s 5 7x10 MT20HSII 4 3 T , 17 3x8= 2x4 II 2 92 19 8 0 1 3x4= c 6' 18 s s. 9 2x4 If 4x4= 4-7-13 9-10-1 4-7-13 0-2-2 0-6-7 4,3-11 Plate Offsets(X,Y)— [1:0-2-4,0-1-0),[2:0-2-3,0-1-10],[3:0-5-2,0-1-8),[4:0-2-1,0-0-01,[5:0-3-0,0-2-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 14 >836 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.36 14 >325 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.12 7 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Wind(LL) 0.27 14 >439 240 Weight:50 lb FT=0 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E 3)Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP No.2`Except` rotation about its center. B2:2x6 SP No.2 4)This truss has been designed for a 10.0 psf bottom WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 loads. BRACING-TOP CHORD 5)`This truss has been designed for a live load of Structural wood sheathing directly applied or 6 20.Opsf on the bottom chord in all areas where a-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD pT bottom chord and any other members. Rigid ceiling directly applied or 5-8-12 oc bracing. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss REACTIONS. (lb/size) to bearing plate capable of withstanding 75 lb uplift at 6 = 100/Mechanical joint 6,801 lb uplift at joint 2 and 318 lb uplift at joint 7. 2 = 641/0-10-15 (min.0-1-8) 8)Hanger(s)or other connection device(s)shall be 7 = 514/Mechanical provided sufficient to support concentrated load(s)106 Max Horz lb down and 106 lb up at 1-10-3,106 lb down and 106 2 = 183(LC 4) lb up at 1-10-3,and 137 lb down and 147 lb up at Max Uplift 7-6-1,and 137 lb down and 147lb up at 7-6-1 on top 6 = -75(LC 4) chord,and 19 lb down and 11 lb up at 1-10-3,19 lb 2 = -501(LC 4) down and 11 lb up at 1-10-3,89 lb down and 100 lb 7 = -318(LC 8) up at 4-5-1,89 lb down and 100 lb up at 4-5-1,and 9 Max Grav lb down at 7-6-1,and 9 lb down at 7-6-1 on bottom 6 = 100(LC 1) chord. The design/selection of such connection 2 = 641(LC 1) device(s)is the responsibility of others. 7 = 514(LC 1) 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown.TOP CHORD Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2-17=-728/445,3-17=-690/443,4-5=-1355/880 ,Plate Increase=1.25 BOT CHORD Uniform Loads(plf) 2-18=-505/642,9-18=-505/642, Vert:1-0=-70,9-11=-20,7-14=-20 4-19=-982/1433,8-19=-982/1433 Concentrated Loads(lb) WEBS Vert:9=-178(F=-89,B=-89)5=-167(F=-83,B=-83) 5-8=-1517/1040 17=90(F=45,B=45) NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.25 plate grip DOL=1.25 2)All plates are MT20 plates unless otherwise indicated. Wnxiy Fl =ntntsdraiin ht d110 1CS53s5 5,:nii94t ii(Mid(OkU II:IiS(J11G4t'Utr3t Uk arEL5klikl lan-lydr6 7 P a s N¢la:s :sa 1 s to y D xe3�lrloidNe dcn yl i YI'r lea Yke ekine -Cd oi-ra>»1lani iPfi ly p6ka"tithsndl keset ro C011e loll ds irQ'D..41—jasf-ip Gti �n Txl a yTo'q''dielcyta:AtuFlcru el x; it esyaa;�tStl4,ix t s�sd"+.(shlk(m hfl-de tie lCC ly of lri i.iiftpa+ue�a;,[-ml on,;.064 AnthCn'T.�rombb lu,P E. adnedh. ta;artQi 1 ne sr arA@C iC n''&+ ftd'4 D.leif eB.it. xe rt dAns Fl::de R( /hs lsxlSxlL giiN tee itFl r,tp ddne l'0 lay fieie t'nei sN•CntkseiLeyl i.nshf 5.ew1� d;IC {.uSdnj d: P 80083 N Seii b vs{aCiAcinM sfe qu9+ID i,Mz laGastlP td aeif+it�L t6p lice,Iiw iy�(usnl,�tP�liegl* f5&A eereln eWf�ed;wve.INle3sngrys*�Li tminiisdnl ssOs;,iiei Cege Eysar eel lrEssYmhdnu;Ness ' �iad 1tfil: F& Pierce,FL,34946 51,.St Luclo6W, n.p l r�,'IhP(:tncdiy�d n: nun frtiPw«si heir larrn-soela[a�o:irnurn s miuen�r aims rntrrgm•tea egs:l6et,tilr�l�l,l�t: i teppighL�,YU16 R I i.oiLasszs knmpnp i T.m,e,it;P.E;Re ladod.x of this du(um-Pt:in any Poem is piphlkiizd wnhont ffis.xiinen peimissiaa fiom.A7l 6•otim3izi=fihouy is Tee@e lli,.P.E; Job Truss Truss Type Qty Ply XCAS6519DS J3 JACK-OPEN 16 1 A0188017 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:56 2017 Page 1 ID:91 ftG_OBvLYIHkW NQ51 ANUyElSq-GKg9YU2xkGXmdWCXb7sLDOkpIRfltGY38jixDwzhyoH -1-4-0 3-M 1 4-0 3-0-0 3 4.00 12 � o 2 T1 19 ,7 1.5x4 II 1 B1 4 5 3x6 II 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 4-5 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.00 5 "" 240 Weight:13 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 4)'This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-d wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING- 5)Refer to girder(s)for truss to truss connections. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 3-0-0 oc to bearing plate capable of withstanding 68 lb uplift at purlins, except end verticals. joint 3 and 166 lb uplift at joint 5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 5 = 257/0-8-0 (min.0-1-8) 4 = 28/Mechanical Max Horz 5 = 92(LC 8) Max Uplift 3 = -68(LC 12) 5 = -166(LC 8) Max Grav 3 = 70(LC 1) 5 = 257(LC 1) 4 = 56(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-229/360 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=11ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;C-C for members and?orces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '9nty-flmrctltrcyFl!teiw I 111<I .11653,5'.i3,n[ti3Ari UJ56 U401k"6S!9S7Ctl'P'fd')S117i90irLkYfkl Blatt�tcX!$r�/1u.ern ttllHl .s nlMS lrtts4e l!7 nt1�McldtlNipurl.itxkF felt 4ht'E S!IEele�.n.:Wtue"x-�st Gl lmdt lCO,etl( i4titcs�te tWt,f!ttllk 'l'uuls�ds u I ro:s rtr,rtis!ra,Mbpt.,atss��, i�ry�tum®;ctr+Mtant!,t pd pS �q t:p Aw!1. ret.-a!�c cai rn r!a aE a:mo it to in! sti�t .� t;,_uxts,��s,,i,srat - Anthcriy T:Tomboll[ P-E: ainedr �!rnray w pter�;tle.c a c.tn,aatmteytsnn.r�ir� a it@.e eh1A61R-tttl4 Iht13ISLtriltailr4l rN,!!iIdmirU t fajm au 1 mdnyMdgn ! ,t um�+ sstrr e. + ,sn!� T6in " IIt;r3lo!CSrpzrtH Gll'I�R 41!ECI5,21t1'A PAID rSt raGuitrrt�e,dr ra>•.i6!ettc5 ei�i Eac�nsnF u.e;ril asw et it tarr sapr>• R}1 t�iu,ncnii *li,_.I�iiaAral soutir,irtssCa±,p ty<nReircnrm!t .etit,:: 4g5i SL tude 6A,. _ �tler+inEeM ik t'>Fpgtigtd!t 5.hxelpi!ta nt_efelaYelro OtsseD3at(hC7N1 drliup�isi�tri t<tnes.�rlr nd ,r�u`�y.,auarnmi:d� �n�tae�Ircml, teppig6i�-1p16pJ r.niLatses-.Aef5�nyTT m�e tltP.P Rt indatlaa�116isdumment;in ony hrm,is piohiEgzdwi!hootihe.tnmig peimisiioo Geti4li uttiu;uY"".A�(hooyi T.c5o lll;P.F: Job Truss Truss Type Qty Ply XCAS6519DS J3E JACK-OPEN 10 1 A0188018 Jab Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:56 2017 Page 1 ID:91 ftG_OBvLYIHkW NQ51 ANUyE]5q-GKg9YU2xkGXmd W CXb7sLDOkINRabtGY38jjxDwzhyoH -1-4-0 3-0-0 1-4-0 3-0-0 3 4.00 F12 2 T1 m ih 1.5x4 II 1 • 131 4 0 0 5 4x6 11 3-0-0 3-0-0 Plate Offsets(X,Y)— [5:0-4-0,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.02 4-5 >999 240 Weight:13 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)'This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING-TOP CHORD 5)Refer to girder(s).for truss to truss connections. 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 3-0-0 oc to bearing plate capable of withstanding 71 lb uplift at BOT CHORD joint � an up purT except end verticals. oint 3,231 lb uplift at joint 5 d 42 lb lift at joint 4. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 5 = 257/0-8-0 (min.0-1-8) 4 = 28/Mechanical Max Horz 5 = 96(LC 8) Max Uplift 3 = -71(LC 12) 5 = -231(LC 8) 4 = -42(LC 8) Max Grav 3 = 70(LC 1) 5 = 257(LC 1) 4 = 56(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-229/627 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=18ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. aneug Fl mnetkl.nrk hG 1110 '14KS3(5 3�>E[3Al iTW6 W%D lj.-0S?YS?GYj i7r3t O:fi9n,[LbuEll'Ya¢lr:ds lupt -_�rrt.gieil seeIIa:lnss CesT Dre.ul;IDr,cidNean jE T.ka f';E We:sSkrtEeimen._klrssCeiite rllnNe iF�;,e,Elj WsTi%iraCe ilehsskllku!#s7'CDpF sd+tA Im On1Ei9 x(tr Sj sty.Feli ).tt ssl sa ea)i6"s i<I nUfineCti^Y AA iftt dngmKii tioei.4�F:.3x leu,nelsbl?i! !i7lss 6elCa Ir usrlil i.l4rie:ya es:3• s,in:.hl eels s.vrtaii!ui ob:sedLt �r ert_ra aer :tidee e c=i; n�- nratiil.,a a;eaT•d ide n'wec lneE.�aan'aa. fit i ! E ! - . ... Aiithcry 'Ton66 tIi,P.E.re sd1 1antd -80683 ' D}.;I1o37 r�x¢s(wti;sa sll ed eduC 1D^dy.laGns Nitd s Iikl.:.ei6 p ISCtiAds W{r?SIIIi1B.d:11 R slSSA esiln st ail dpus..lFFl efiysltr ijiA sn75n nli:9lsdP Isss Ors-w,iiossCuph.ea_er[Inss Mud 9n yorkss he%(is iF.ssf lretxnai iyeeE is M,.F,aaE i7 aMsinstal tl9[ sDs 6ces(is ttlllrt le Uei: rthn Sslri..�p•et at fain,.?Dje.mu ea ixa[n eilifird mirNl: 44515te;FL Blvd, ,1� i '1� 7 - ForfPierce;FL 34_do Cepylig6l�1016 Ad B�niLosias;Aeih�npT T m.e ill;P.F,& fodomx stibis dnlMment;jnhnp 16rm is piahiliied•8kontthe widen peispisiica irem Ad G.af Gpsusb Anpony f T.rEo ll[P.E: i a Job Truss Truss Type city PIY ' A0188019 XCAS6519DS J3P JACK-OPEN 10 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:56 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 ANUyE15q-GKg9YU2xkGXmdWCXb7sLDOkloRbstGY38jixDwzhyoH -1 VO 3-0-0 1-4-0 3-0-0 3 4.00 12 o 2 T1 m m r7 = 1.5x4 II 1 131 4 0' � 4 5 4x6 II 3-0-0 3-M Plate Offsets(X Y)- (5.0-4-0 0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MR Wind(LL) 0.02 4-5 >999 240 Weight:13 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 4)`This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING- 5)Refer to girder(s)for truss to truss connections. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 3-0-0 oc to bearing plate capable of withstanding 68 lb uplift at purlins, except end verticals. joint 3,220 lb uplift at joint 5 and 39 lb uplift at joint 4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 5 = 257/0-8-0 (min.0-1-8) 4 = 28/Mechanical Max Horz 5 = 92(LC 8) Max Uplift 3 = -68(LC 12) 5 = -220(LC 8) 4 = -39(LC 8) Max Grav 3 = 70(LC 1) 5 = 257(LC 1) 4 = 56(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5==229/600 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=1A;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. BixkEfl fiueel4rreik p 11I0,714553 k iyet[3Yt'1 IN56tJYD71:ESrltiifJlj Ufr3'j.lY:kO&.ELhYEkI'IaaIxBr#Hj,.rs 1 seNYeol�i 4iEiett Fe l;t9m gflD'nidB kAaglL 4t l!i;i bM'eA'tEefx .6rlrss Cx In rfinRe rCtl,ul% j+d,kx�arpdni§I�Iznr'Eu DOnr�,df is 1raDv«F.Im ntt SpasMGpva tl.szlnc iD i�rtxk®,eY;ennjrd indnrxxf3rrgvt'.§ink[ dm snjhtx IyMinr is r unml r tmr n,1x� err Lrta xis!el Anthmi 1 To,666III;PE v4 nedrs- uSx cprtillr ud iir're�c;dme a cai,„mrmeee3apo:axt�ra t:7a P:euf Adfr a_wx Ibe Eoxlb.rvg ie7t tmr r lr nde IDD 1 jfi�ri rn r qK;rnetxyn E usm a ntr. ;;r�l t: t. "nr4 80083., nepelrorD ;rrxaeUehia 4NMs q-IS 1DJ 1'FzrmSui Irsmsdtlrltil'aF[e peen Si4�IdeizeronlltSDl:lfeh/1rIP'd5.leueln rtLiy':ndr are lr4r fixstic}e,� t'hSrinrhnnillll ssD>.�er,,iinttl t ta3 ',eels Yrnln:nkss - ' r .. 44515t Luae-Blvd. inervnurwa{;erxnai rywtl r,an rglr,�r?�!�I.0 tm r,son«G3 ii isc rn p uer¢eiirix,r/ssEstn,z,[:ja,,ata+tpi,uiq:aDargdi,,lx,fir�s qd wx,nrL. rorJ,.Pier-e,FL 34946 � -. Gp'pight�2Q16 A:1 Acal Lnssxs ActhnnylTa..AI,-P.F.Rejrado0i>u girth sdocumem in unptora,ic ploh2nzt wilhtlul the diinei ptiminiae lre®.41A�at6atuC.ApthotlylT m5d IJ(;P.P; Job Truss Truss Type Mty Ply XCAS6519DS J5 Jack-Closed 9 1 A0188020 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:57 2017 Page 1 I D:91 ftG_OBvLYIHkW NO51 AN UyElSq-kWEXlg3ZVafdFgnj9rNamEGxJrvkcjoCNNRVINzhyoG 1 4-0 5-0-0 1 4-0 5-0-0 3 4.00 12 7 1 m Y N 2 1.5x4 II 1 81 p 8 4 ri• n 5 3x6 II 5-0-0 5-0-0 Plate Offsets(X,Y)— [5:0-3-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.11 4-5 >545 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.15 4-5 >376 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.00 5 `"` 240 Weight:20 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 4)`This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 BRACING- bottom chord and any other members. TOP CHORD 5)Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 5-0-0 oc 6)Provide mechanical connection(by others)of truss St St r except end verticals. to bearing plate capable of withstanding 213 lb uplift at BOT CHORD joint 5 and 142 lb uplift at joint 3. Rigid ceiling directly applied or 10-0-0 oc bracing. 7)This truss has been designed for a moving concentrated load of 200.01b live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord, cross bracing be installed during truss erection,in nonconcurrent with any other live loads. accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 5 = 335/0-8-0 (min.0-1-8) Standard 3 = 152/Mechanical 4 = 48/Mechanical Max Horz 5 = 144(LC 8) Max Uplift 5 = -213(LC 8) 3 = -142(LC 12) Max Grav 5 = 371(LC 20) 3 = 152(LC 1) 4 = 248(LC 21) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-287/457 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)-1-4-0 to 1-11-10, Interior(1)1-11-10 to 4-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. n.ut n 0 [%¢re.ew rx AllO -�EKS3 Sl3 [63AE1IN16,�kfi"Il,:liS(){iCaS•Off3�y{t,IlpbiE(5Y£%1 Laatirt£t S ru a I el ,t9ntr tt,rlq fi ��p,ridl4t ls6 rl(zk Oyr 4h.zYkeiE In t'C.1 v^awue rd lnR(fO it u�EtEa x.*+s,klikestEt�s.7C0akt2N.At,tsegh�n r,l,stiatlyFet +Rsst rym1tssun®Fe ;tautl atgnr g' .:nn t -,dcesnikr tep:adnnrJr Ir a tniri<a.�u:s� ,l, r.tuotcw„s!m Anthony T.Tombotll,P.E. ui-nedr ta,.rdi�t 9 ur .sdceC SeCnsc+Certmxex a:WIG.7 s;u7e neidR U_derx IM b�laifi.l Sd ut 1^t T rtmdda ND larfie9 ea'fi t s dmttueLq I j,xm wwegkeuytidi a yes3ddjd' =.80083 , u:r?jto9[upxvsfxFt9a N dessS' laa 10yid;Eerrt©n, tt r�iiAtrta„r6 prulSa4yl u IE£sntE�trn r id33<Actiela (4xl�:dt«d,ct lnte�ixstttieit;t+i�anic:fisdte_t s Oir;dq,sCe.enh,<pettlrssYad,A n.otkss" 44 ' �tln•is% rustE oiaentilige!t t tur,,�i7rttmK,nnhEd,�tfe.I�+oern[etoet,ii,�r,Et%mtioti�r r) s snte_EttR>a,tttl�t6r,::dif(radlita�i�tu��firt%Rant: - .. 51 St LuetP,Blvd, Fort.Prerce,FL`34946 (apY,ighiD1016A4RintT,ossei-�iihpnyl7 m.e.l(,P.F;Rt-lodacru;:ihhitdammtoyin any lo,w,ispto6it�i(zdwifhnu ttfie wtinenpei�sist ion Go�o6aEaotGutui;-A�idooyj:e5'sIII,P.F: 1 Job Truss Truss Type Qty Ply A0188021 XCAS6519DS J5G HALF HIP GIRDER 1 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.-s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:57 2017 Page 1 ID:91 ftG-OBvLYIHkW NQ51 ANUyEl5q-kWEXlg3ZVafdFgnj9rNamEGtCromcjoCNN RVINzhyoG 44-8 5-0-0 4-4-8 0-7-8 2 3 x4= Dead Load Defl.=1/16 in 4.00 12 T2 � 1 m W1 7 • 1 i B1 e. 9 10 11 4 8 7x10 MT20HS::z 7x6= 4-4-8 5-0-0 4-4-8 Plate Offsets(X Y)- 11:0-0-0 0-3-51 (4.0-4-8 0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.03 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.10 4-7 >562 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.05 4-7 >999 240 Weight:23 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)'This truss has been designed for a live load of BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 7)Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 5-0-0 oc 8)Provide mechanical connection(by others)of truss purlins, except end verticals. to bearing plate capable of withstanding 468 lb uplift at BOT CHORD joint 1 and 457 lb uplift at joint 4. Rigid ceiling directly applied or 10-0-0 oc bracing. 9)This truss has been designed for a moving MiTek recommends that Stabilizers and required concentrated load of 200.Olb live located at all mid cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord, accordance with Stabilizer Installation guide. nonconcurrent with any other live loads. 10)Hanger(s)or other connection device(s)shall be REACTIONS. (lb/size) provided sufficient to support concentrated load(s)109 1 = 1153/0-8-0 (min.0-1-8) lb down and 130 lb up at 4-9-4 on top chord,and 852 4 = 1027/Mechanical lb down and 391 lb up at 1-0-12,and 766 lb down and Max Horz 305 Ib up at 3-0-12,and 70 lb down at 4-4-8 on 1 = 82(LC 4) bottom chord. The design/selection of such Max Uplift connection device(s)is the responsibility of others. 1 = 468(LC 4) 11)In the LOAD CASE(S)section,loads applied to the 4 = -457(LC 4) face of the truss are noted as front(F)or back(B). Max Grav 1 = 1153(LC 1) 4 = 1027(LC 1) LOAD CASE(S) Standard FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max.Comp./Max.Ten.-All forces 250(lb)or less except ,Plate Increase=1.25 when shown. Uniform Loads(plf) TOP CHORD Vert:1-2=-70,2-3=-70,4-5=-20 1-2=-640/231,2-3=-596/260 Concentrated Loads(lb) BOT CHORD Vert:3=-109(F)9=-852(B)10=-766(B)11=-24(F) 1-8=-260/596,8-9=-260/596, 9-10=-260/596,10-11=-260/596, 4-11=7260/596 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=1fft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);Lumber DOL=1.25 plate grip DOL=1.25 2)Provide adequate drainage to prevent water pending. 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tiviy Fl.ss.ttsrrdr[nit ke 1 7�,1E4'isy(Stli'YFE.kalliEtk 6ELLS3r7[S ttilctl(t5'al7'R A:EY.61 h[e,.![d7 hs Et lre t'[n eiY[ttf^I a*[.s fsr�p Itl[I ml�e FiOgl ¢zl'�1 1 f e t44tttilare seL:. �rtt da in 're air tlAes[[[Yrtsss:!¢;kt*,NI fui]Rux nhi!¢i s tst ;r{amy Span .f,aedo¢syiG^repnevtax:ep:vs:ktrA lmahgi[i7 .L�ti;Ala At[ortad6nrsgAln t+t tWct t83a1 ai[Iryl�.'s±n;}n,�pm_,Isa's7 nLses.s ht.at - mCw r frr-IS:III�[i ttE,uwtk.5 ur-Csrers r[{¢gdaN m7 pnu.Fa"mi,Mlr,k M 61 I-d4-eid,¢ sl IN 1.tit tipoo da,luW jaetdr ad 14[ [ ,k5Pi IsAn#q s+LC�u She. slRl fx t!kr371 80%13 E•. Anthony T 111,P. - .etstlr a g salrtd[u-t!Idert[s[Ixicta[!'ha![a7rs7+ss 1pk[s!R rs�[cyLngntsS 'vltt1t6Ppti s:.ikt lS 3trnit}mdh+r Ipi7at ih+s*;st!ief7 er5 h[tu l#ti;�tttt t,noes i'irt,GssTa sxu si Ert's Kad4:n[a,ntes3 f's. 4451 st Ln e$jvd. i ,r9niise 9ero!iEr[R:*sd atgn u+rfilEl tGp�ts nrfdL.`tel sc ast}rFeynt-.sK�SsW erp.,,ui.d Pl ss.nup hex tt ttocp 4tl.. (s.c:atgkSttat&L. .Pert F'if'lc,FL, 4846. Co ri•t i818AlFpef lfesses AnlEws Iaoinba l(t,P,E.i iafid,;At This hcnai.kio fum,a,fih:dti.ibctilho.rint e,essist6im A-I Infiretsts�Amde,laocSe OtiP.E' PY 4z Y .P. P P P 1 Job Truss Truss Type :127 y XCAS6519DS J7 JACK-OPEN 1 A0188022 ' Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:58 2017 Page 1 ID:91ftG_OBvLYIHkWNQ51ANUyEISq-CiovzA3BGunUsgMwjYvplRpIJFDVL7vMb1 B21pzhyoF -4 -0 4-7-2 7-0-0 1-4 4-7-2 2 4-14 4 Dead Load Dell.=3116 in 4.00 12 3 8 o � o r A N 1.5x4 II 2 1 " s 6 B 6 5 3x6 11 3x4= 700 7-0-0 Plate Offsets(X,Y)— [2:0-0-9,0-1-12),[S:Edge,0-1-8),[6:0-0-0,0-1-12j,[6:0-3-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.13 5-0 >621 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.33 5-6 >249 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) -0.49 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.00 6 "" 240 Weight:30 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.2'Except' Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; W2:2x4 SP No.3 h=12ft;Cat-11;Exp C;Encl.,GCpi=0.18;MWFRS OTHERS 2x4 SP No.3 BRACING- (envelope)and C-C Comer(3)-1-4-0 to 3-5-5, TOP CHORD Exterior(2)3-5-5 to 6-11-4 zone;C-C for members and Structural wood sheathing directly applied or 3-1-0 oc forces&MWFRS for reactions shown;Lumber purlins, except end verticals. D Plates plate grip a plus 25 BOT CHORD 2)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 8-7-3 oc bracing. rotation about its center. 3)This truss has been designed fora 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 4 9 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4 = 226/Mechanical bottom chord and any other members. 6 = 421/0-8-0 (min.0-1-8) 5)Refer to girder(s)for truss to truss connections- 5 = 69/Mechanical 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 71 lb uplift at 6 = 167(LC 8) joint 4,211 lb uplift at joint 6 and 86 lb uplift at joint 5. Max Uplift 4 = -71(LC 12) 6 = -211(LC 8) LOAD CASE(S) 5 = -86(LC 8) Standard Max Grav 4 = 226(LC 1) 5 = 137(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-86/256,3-8=-55/262,2-6=-353f771 BOT CHORD 5-6=-428/107 WEBS 3-5=-132/528 vusiyn hnepllyrew Yz 1110i,nG545,S..adsE[3ArItNSdUkCII1''IiS NSiNI"U!<3.U&i',G,tL�YGI'tanIedh uirsMreil 4rn4s lnx.al Cmi �[C',,a,7Me lin Irr.i<0¢;t.tfe,r tSkeiEelne nv Cleuc"a:ae vm[ntte tFp,a4 idl rid^pie e! 7 CUs leedlu tai C Frl x{.sleoro-let r�s ay.o geFmmr,l �aJd ara o v' lyi, [ itumy rm lq�.lcrb:me lr a tni reer�u?r.ArJ d� y _ AnthonyT.Tomhb Illi RE al aedr Lx yl.iN. M1 1 -.hdeaC aE:C': sAk enetuq 41rap an }x d Idfetl:;146t /esl alk{ald ati'I r_tp wide ICU el riyfiedrfr r'tl i s iN[E lFerdrcs.9 t,nsn.Uwm/uSSSdih t Iau�lAjd =80083 6:t Jfq Ps Raae Gah,.ihrr biltd sts e:�n to 15ayRtius sped,setrirl7 It zt.mS{e i! celssillSQl' ?117i 15&A¢_idol dkt d!'ue.Iy41e4nrsdeiegn'�ib saii:'rcsd Mliess0ev�a;ii>u Ce.pis,seau(Ims Xudrtlner.ukss 4,i 1bt:LU io I d. . ' ,ienv ssuhuf lrei0ehml rgeodl s F:n lJ ritmsl sfM;rNJu sDrrurf3oi+rnR)ttte6;l el4si¢rar sfSMes ririae(d Jar lli�p,llli ynd sl aia n!nday elmrtFl.. - FL`34 Fort.Pierce,fL`3494b (appig61i9 7J116 Ad A.ct 6nssas-).hi6aey T J me II(iP.F &tpJadaaihe k!ldis dac¢ment;in uny torinss piohitii;d xnhhut the.rniiien peimisliao tiaoi A I i at tmssis-Alhonyia'^x563t.P.t; Job Truss Truss Type Qty PIY A0188023 XCAS6519DS J7C JACK-OPEN 3 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:58 2017 Page 1 ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-CiovzA3BGunUsgMv4YvplRp3gFCjLA2Mb1621pzhyoF 1 4-0 3-0-0 4-0-0 7-M 14-0 3-0-0 -44-- 0-8-0 3-0-0 4 Dead Load Defl.=3/16 in 4.00 F12 0 cb 12 13 B3 B2 3x8= c` 1.5x4 II 2 1.5x4 II 1 Bt ri 6, 7 6 4x6= 3x6 11 3-0-0 �- 4-0-0 7-0-0 3-0-0 -4- 0-8-0 3-0-0 Plate Offsets(X Y) [3.1 1-12 0-2-2] [3'0-2-9 0-0-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.09 6 >932 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.26 6 >318 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Wind(LL) 0.21 6 >389 240 Weight:36 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 3)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x8 SP No.2`Except' chord live load nonconcurrent with any other live B3:2x6 SP No.2,132:2x4 SP No.3 loads. OTHERS 2x4 SP No.3 4)'This truss has been designed for a live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 6-0-0 oc bottom chord and any other members. purlins. 5)Refer to girder(s)for truss to truss connections. BOT CHORD 6)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 106 lb uplift at MiTek recommends that Stabilizers and required joint 4,236 lb uplift at joint 2 and 62 lb uplift at joint 5. cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. LOAD CASE(S) REACTIONS. (lb/size) Standard 4 = 140/Mechanical 2 = 416/0-8-0 (min.0-1-8) 5 = 165/Mechanical Max Horz 2 = 184(LC 8) Max Uplift 4 = -106(LC 12) 2 = -236(LC 8) 5 = -62(LC 12) Max Grav 4 = 140(LC 1) 2 = 416(LC 1) 5 = 167(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 3-7=-227/280 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=29ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)-1-4-0 to 1-11-10, Interior(1)1-11-10 to 6-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. Neniy Fiee+rtlmeTNt re.w hzA'I10�➢653{S 5re[[33151l1f6C1klI74AS.3ifYrDJ(3 jiUA7d[L5WfT la I;dih 1 rxa.N s Ni t Sv r s I+U nq�M�e�dB llfi rlT !:G,r I+k Skesteln w Cd ss e5 Ise tY tnf 160 Ij GdiicaaGr pens sNU:n tarSerCOpie edt is ins0 ze E. s(sSira+%.6r R snlnuarlMlgi seam eei'x�o+rnhmwdu ._>;ralu.i:�h Inged2e su14 rm ter.ls CcTJ. II t Irn.Tz esys _(vs,,W rye s.wi:i';uT- Anthcnj s'T6niti 11,P.E. of d xsrr+ 1 sn is! m e n£Cans cgrtejsgn ux la,g ed udedanlntn tru�IMxl�:l N etiri ce rr,ddn me iere a d1 r od a;k Ts�d I rnr6 t„ 'yam!1. / tanr8 —.80083 n+s:f l�Sg nSFe 1rt AirdliJt qeM r0++IY l d s 11 ed sel kFd jl p 54Yr9 4{Nf Fdre 11 t<i tsaaeuiF tt x ap:sre lffleh stti'e}n 15s+lL iidn I ssO x;f soGy s�neNF s a n:.d ggSiSt ui6o Blvd,. m:tew:lln lun�neg�aorna nix i elr nil dri.aaztn,o�r�r+rrnr I.r pe s•,umr oii�ryr rLw;rnrs G�awa•gfa;ul�;du Rrgd�et M:m�ra�et city: Fort;Pler_e;FL 34440 �• Zepyl'ryht�:1016 A�.1A alTlnsses-,IsiGp�y r.T.m.e 11f,:P,f Repodaniudt6ls dommo-m in ony hs�ss piohitii;d,xahout iM1e Biinenpeinisiiesi llem4li olLaiizf-Aeihontid:x§'o IIIP.E Job Truss Truss Type qty ply XCAS6519DS J7G JACK-OPEN GIRDER 1 1 A0188024 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:59 2017 Page 1 ID:91 ftG_DBvLYIHkW NQ51 ANUyEl5q-gvMIAW4p 1 BvLUzx6 HFQ2rfMJBfWX4TuVghwcgFzhyoE 3-9-14 7-0-0 3-9-14 3-2-2 1.5x4 II 4.00 F12 3 3x6 2 3E I ^\ 81 ........._. e s� 10 11 12 5 13 4 6 9 3x8 If 6x6= 7x6= 3-9-14 7-0-0 3-9-14 3-2-2 Plate Offsets(X,Y)- [1:0-0-0,0-3-51,[4:0-3-0,0-4-01 [5:0-4-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 5-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.08 5-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MP Wind(LL) 0.04 5-8 >999 240 Weight:37 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)'This truss has been designed for a live load of BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 3-6-12 oc 5)Refer to girder(s)for truss to truss connections. pudins. 6)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 762 lb uplift at Rigid ceiling directly applied or 7-1-1 oc bracing. joint 1 and 618 lb uplift at joint 4. 7)This truss has been designed for a moving MiTek recommends that Stabilizers and required concentrated load of 200.01b live located at all mid cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord, accordance with Stabilizer Installation guide. nonconcurrent with any other live loads. 8)Hanger(s)or other connection device(s)shall be REACTIONS. (lb/size) provided sufficient to support concentrated load(s)937 1 = 1835/0-8-0 (min.0-2-3) Ito down and 474 lb up at 1-0-12,and 905 lb down and 4 = 1519/Mechanical 347 lb up at 3-0-12,and 895 lb dawn and 344 lb up at Max Horz 5-0-12 on bottom chord. The design/selection of such 1 = 127(LC 4) connection device(s)is the responsibility of others. Max Uplift 9)In the LOAD CASE(S)section,loads applied to the 1 = -762(LC 4) face of the truss are noted as front(F)or back(B). 4 = -618(LC 4) Max Grav 1 = 1835(LC 1) LOAD CASE(S) 4 = 1519(LC 1) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25 FORCES. (lb) Plate Increase=1.25 Max.Comp./Max.Ten.-All forces 250(lb)or less except Uniform Loads(plf) when shown. Vert:1-3=-70,4-6=-20 TOP CHORD Concentrated Loads(lb) 1-2=-2418/909 Vert:10=-937(B)12=-905(B)13=-895(B) BOT CHORD 1-9=-950/2268,9-10=-950/2268, 10-11=-950/2268,11-12=-950/2268, 5-12=-950/2268,5-13=-950/2268, 4-13=-950/2268 WEBS 2-4=-2550/1068,2-5=-606/1667 NOTES- 1)Wind:ASCE 7-10;VuIt=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=12ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. GCASi�t 5,.4(i�(r:1�rtf tR4!r Y ilOSiJ SttIR�A 6aif;'Rtl 8(0%7ttt as(�rw I.EI'1S.U2ry:wa:Nrlesa.,ierir,(sn Falatlfi sstixE itx ix hi;rtnnp mer,iGP'Ndl N3f>i1..fa%N,ty!(ptl:1(§rittjltll€S.,.�f,i k:lt.l t'.�+t}i922'rRitE} Wiei;r{ss rl.s.ar7k snf tx lCsxa s'@ S Q. i 7t`rPatGs�:..}r_H(`r vt at zet ryl4Crirrrst,•sna:rratt Ge rsh trp ery.srnt'7 tb Srefs arN}isEl,taS p.}} b ti?esr.nSti ltbl.1! ts+ttaxr-bell tits t;War* zt nr a r to giai} a IiiU ,a t c E+itrsnesnveitp�uGe ke rd vnmrsk h wr a<¢:wml dt::e=.d �xE rt - .Anthen'y F-To&It,,,P.E. 9t atl tlei DM riel(,td}t n na(sp:sa7l th to brh hytSeh4kx xsps,tl a;d 8J083 .. . ' 2ela'mr rc:so!(iteich Saznisys(¢cPrWbeitsutr(t slrrt�tlr»txSdyl�xarnt.rnritts�Jh asS..r,oereF.e.�(ap Iri(lue.199nstsdiie;ramt§rslltitsrhr s i.ghr,IronCaea[lruer (?asltrdllneriite}s 44515 llC„p.SIy6, #easeH nti§rl(eitxi .ed s{e n.mr!*drn ibd.Ee7N 95ipE3 r:'W3 sux r rrsrr ri sSru aEFbr si t or.1a¢pns nl+Ll Mis 2:4 tpirFl„ ...• - .. s. Forf Pierce,F.L.34446 Cnpyrig2t C.2416 M?FeetLatirs:Anihcryi iembo III,0G a praduaion of Ihis dommene m Qny(-tm,is prah bi(ed.t6�U the Hri@Yn permtnrcs item A+l k�oi tresses,Anttreeyl.lecha III:P.E I � Job Truss Truss Type Qty Ply XCAS6519DS VM2 Valley 6 1 A0188028 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:59 2017 Page 1 I D:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-gvMIAW4pl BvLUzx6H FQ2rfMOyfiB4dlVghwcgFzhyoE 2-0-0 2-0-0 4.00 12 2 1 T Q. �t 81 E G 0 3 2x4 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:5 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Bearing atjoint(s)2 considers parallel to grain value BOT CHORD 2x4 SP No.2 usingANSI/TPI 1 angle to rain formula. Building BRACING- 9 9 9 TOP CHORD designer should verify capacity of bearing surface. Structural wood sheathing directly applied or 2-0-0 oc 7)Provide mechanical connection(by others)of truss St r to bearing plate capable of withstanding 15 lb uplift at BOT CHORD joint 1 and 28 lb uplift at joint 2. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 4811-11-4 (min.0-1-8) 2 37/1-11-4 (min.0-1-8) 3 11/1-11-4 (min.0-1-8) Max Horz 1 20(LC 8) Max Uplift 1 -15(LC 8) 2 -28(LC 8) Max Grav 2 37(LC 1) 3 21(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=13ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �dR,H Fltts<;brsi,Arnei rP 11t.�.T16Si�(Sftla'),[igElt€�rf4k.8[0§xTidtS l'e11Ut,"w D11.sc98Y EU pt.filrs;Inirdr qt}sf.kslsttfitttfd.trfzi;itst[ia �xepS14[,tzlfe SFb gl,_6n'rq'y1E.iCrszt lstntilin Ke.WKs axr:rc daS.;LJ,ttli ydtl xsxR:}sstt if.^.tt Klfr de ltrlrnn!dr 1.ss.esm!} s,,.sta:'gl. astlta earifA'rt*rrts xsoasr^t Dst{t.utfe;tet grpttsi+7nfx CagslpdFtsrs}I±Tn�im lures 150telr wtt itit-'uh- as, s,r._Ixt3s} s,srl ef3t tAhthonyT Torlit3o-W,P.E., �rdtU±l sussstntt!A9 B3b9 tp,•Ciflx'iL UM.lKtrti`Ftrfr}�Htitlsfs.}6yt.;u6t w'M>N+rC,3i G'Utdltdke h}it! t1M[rt}ntltlf:btl6�t (stulf,S tr3tlKitatsgf.Sfi}d l +h�Tif Crl}'�1Sdli6t'1(R..513t '. �8�6$3 Sv islet}is nulf¢tiietl imrs}!±fgvbtl5tettupii-was'tgtli;esi LA9.,Ct eC5:+.41a+uaN a{S6P}ttus+.iSp frl SNJ rte ret±er�Mgessni gid n!`i as4fiaptamRH ftl tAestK l ss rs T', Ir+i Cce,nfx^cy a� t'a sksdaSner:nress 44515_.Wde13Wt1, •' .eiisti� 3frriitii9t�trl7e b itiijsr rgms �(f-,lei ssJSIPh}.eyeN3latkx}E,_sfp xT tslibaryh rd l±1,}.tott}Ixd, .rrtrt !ailN,, Foit^Pest I;L 3491b, .toping t0;s@16 A-116f Lewes Aniltptyl li.h lit,P,F.ieproEnmasoi thisdatobeel.in odyf_.e,npsSEbitid A6eu116e%titttn phmaia.EttemAifenlLassFs'Anlhe4yl.ier3o11f;P.F. Job Truss Truss Type Qty 6 XCAS6519DS VIV14 Valley J ply A0188029 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.rom Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:04:00 2017 Page I ID:91ftG OBvLYIHkWN051ANUyE]5q-85wgOs5SoVlC67WIqzxHOsuVi3l5p,4Ye3LggMhzhyoD 4-0-0 4-0-0 4.00 r-12 2 1.5x ............... W1 ........... 3 2x4 1.5x4 11 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W13 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014rrP[2007 Matrix-P Weight:12 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BDTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 131/3-11-4 (min.0-1-8) 3 = 131/3-11-4 (min.0-1-8) Max Horz 1 = 55(LC 8) Max Uplift I = -43(LC 8) 3 = -61(LC 8) Max Grav 1 = 131(LC 1) 3 = 131(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=1 70mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf,- h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom S: chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 1 and 61 lb uplift at joint 3. Anthonj T TornI56 III,RE- '6;t"ip'livie 451 St,,'I ud'p"Blvd. copytijbi C'2016 Al 160fhgis�is-Annheny 1.lidt III,P1 1qodec6en of ibis deci-Vet in sayfn;o,is p,.b;b?,,d-Ace I I th,arilna pamisike.he.A-)feel I.tiss,v:Anlinti 1.Tedc W?l Fort.Pierce,FL.,34946. Job Truss Truss Type Qty Ply • XCAS6519DS VM6 Valley 5 1 A0188030 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:04:00 2017 Page 1 ID:91 ftG—OBvLYIHkW NQ51 AN UyEl5q-85wgOs5SoV1 C67W IgzxHOsuVH31 vp2ne3Lg9MhzhyoD 4-7-13 6-0-0 4-7-13 3 01 4.00 12 1.5x4 II 2 n i W11311 d I- 0 5 4 2x4 3x6 11 I ' Plate Offsets(X Y)— [2:0-3-1 0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:18 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live loads. BRACING-TOP CHORD 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the ROT CHORD purT bottom chord and any other members. 6)Bearing atjoint(s)3 considers parallel to grain value Rigid ceiling directly applied or 10-0-0 oc bracing. using ANSI/TPI 1 angle to grain formula. Building MiTek recommends that Stabilizers and required designer should verify capacity of bearing surface. cross bracing be installed during truss erection,in 7)Provide mechanical connection(by others)of truss accordance with Stabilizer Installation ouide. to bearing plate capable of withstanding 31 lb uplift at joint 1,20 lb uplift at joint 3,12 lb uplift at joint 4 and REACTIONS. (lb/size) 161 lb uplift at joint 5. 1 = 13515-11-4 (min.0-1-8) 3 = -20/5-11-4 (min.0-1-8) 4 = -6/5-11-4 (min.0-1-8) LOAD CASE(S) 5 = 346/5-11-4 (min.0-1-8) Standard Max Horz 1 = 95(LC 8) Max Uplift 1 = -31(LC 8) 3 = -20(LC 1) 4 = -12(LC 3) 5 = -161(LC 8) Max Grav 1 = 135(LC 1) 3 = 15(LC 8) 5 = 346(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEt@S 2-5=-298/467 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vas(4=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf-, h=12ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. aiasy fles rr>�tesierpt lit�:ltiPi3 SEtll'FE.W7EGifNSS1CUSJ�',pF➢4S14•n5[ilS,tA94c E9 Al leio.;teib{s5;icr.,pasaFSttfed_5x tf;uss�SE...rztQ6E w1,�e.5Uerrl e>ilu7 lelcSseSi<altircrz nr i�csa.5na;;e 5„./p'�.,E6,aelr Wisl;a. ;pya ae!1eM+itn ixlCrnk-n'J t el tS x.ip:i}aes a fce•7=Ms s fi,es�s5140npn 5nxse}%uad if( :tN xee hr:ssrsgi:!R la hs tsmsdMsrsilx7 s eimsds iee t,9sAr nst lrll�kN mn,at,zi.I iE Bass aliir'-i! Anthdr1yT TOrii6d Ii:'P.E:. sdsedanr t enselfytr�eF '.r..tn a>:C..et ex+utt_t�nl.. 1+pn'i:h[ 'ute+ft l.:fC:ale I+di 1.-.e!xFSx!?NyPpA net Aui rn)d xeldt 5 cs5brtrL,ytls K79sLnuC etffil& sµtRrS;x :8008 ?e I=:fi}a Pr�l( te Sdtu stlM lifter 5adturrxt eiatl+d sJt:4+%gR;ur fs+.tiMx€a¢s TSiti ethskd} eel SY.Ame t4e;e¢rlGK es"al-! a 1`Ge53s 5tt 5v,tx RsS 13+I+s Em 155 e5 si;.Inp PsxsrW rn skann;nit}s 3 ram... ._ 44Si.5r e,ugn 81vsi. _ 6el*i5t#s3'sre(ekeAqed'feen_tdiaEEi Crraes ale3-?Iel 5e7n¢Fsgaesi!uN2 Cet ty eclF;,cF s5 heat r#e d k erc}.k;rytl f mesa f�trbt„ F&tPeree,FL 34946, (opyu}Eli;iJ16At[not ieasses-A6tAeerLlnmba llf,P.t:xproduviad of ifiis dnmmecl 5a uny't 5m,lipmh b@rE dhesltde,'xiil'ehpamisiki?in A-11od Inish.Aatfi,_y1:JerWIPY Job Q Truss Truss Type ty ply� Job Reference(optional) A0188031 XCAS6519DS Truss 7 �Valley I Al Roof Trusses,Fort Pierce,FL 34946,design@aItruss.com Run:8.020 s Aug 312016 Print 8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:04:00 2017 Page 1 ID:91ftG—OBvLYIHkWN051ANUyEl5q-85wgOs5SoVlC67WIqzxHOsuTe3lOpOQe3LggMhzhyoD 74-0 74-0 1.5x4 11 3 4.00 FI-2 6 1.5x4 Ti—-------- 2 iW1 ........... L.1 is Tt F; C5 5 4 2x4:r- 1.5x4 11 1.5x4 11 LOADING(pso SPACING- 2-M CS1. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incir YES WB 0.26 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-P Weight:25 Ib FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 loads. OTHERS 2x4 SP No.3 5)'This truss has been designed for a live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide Will fit between the Structural wood sheathing directly applied or 6-0-0 oc bottom chord and any other members. purlins, except end verticals. 6)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 59 Ib uplift at Rigid ceiling directly applied or I M-0 oc bracing. joint 4 and 166 lb uplift at joint 5. MiTek recommends that-Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. i LOAD CASE(S) Standard REACTIONS. (lb/size) I = 81r7-34 (min.0-1-8) 4 = 126/7-34 (min.0-1-8) 5 = 35617-34 (min.0-1-8) Max Horz I = 117(LC 8) Max Uplift 4 = -59(LC 8) 5 = -166(LC 8) Max Grav 1 = 81(LC I 4 = 126(LC 1) 5 = 356(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-306/94 WEBS 2-5=-2961694 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-, h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)0-11-5 to 6-5-3, Exterior(2)6-5-3 to 7-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. U L- �4;'�wtq 1�T"4jm"w it,ai tij5iif";(�N lw:��.j w6i� tie ;7 60083, 4451 St.,Lucie Blv d i�i_I.'Oat C 'Ti i t "14 WrtP..erce; _9,46, Job Truss Truss Type Qty �Ply A0188032 XCAS6519DS VM7A Valley 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:04:01 2017 Page I ID:91ftG-GBvLYIHkWNQ51ANUyE]5q-cHU2bC64Zp93jH5VOgSvvw4RfmSN3YUdol?Piu8zhyoC 4-9-8 5-5-8 1 4-9-8 0-8-0 3 4.00 FI-2 1.5x4 11 2 ----------- W1 .......... 131 5 4 2x4 7r- 3x6 11 Plate Offsets(X,Y)- (2:0-3-1,13-0-8) LOADING(pso SPACING- 2-M CS1. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-P Weight:17 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads. TOP CHORD 5)*This truss has been designed for a live load of Structural wood sheathing directly applied or!5-5-8 oc 20.Opsf on the bottom chord in all areas where a purfins, rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOTCHORD bottom chord and any other members. Rigid ceiling directly applied or 10-0-0 oc bracing. 6)Bearing at joint(s)3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building MiTek recommends that Stabilizers and require designer should verify rapacity of bearing surface. cross bracing be installed during truss erection,ln 7)Provide mechanical connection(by others)of truss accordance with Stabilizer Installationguidebearing plate capable of withstanding 34 lb uplift at joint 1,91 lb uplift at joint 3,54 lb uplift at joint 4 and REACTIONS. (lb/size) 182 lb uplift at joint 5. 1 = 133/5-4-12 (min.0-1-8) 3 = -91/5-4-12 (min.0-1-8) 4 = -27/5-4-12 (min.0-1-8) LOAD CASE(S) 5 = 391/5-4-12 (min.0-1-8) Standard Max Horz 1 = 85(LC 8) Max Uplift 1 = -34(LC 8) 3 = -91(LC 1) 4 = -54(LC 3) 5 = -182(LC 8) Max Grav 1 = 133(LC I 3 = 67(LC 8) 5 = 391(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-338/532 NOTES- 1)Wind:ASCE 7-10;Vult=l 70mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf-,BCDL=5.Opsf-, h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. Y+414 Of$W71,aqf.6,W,h S"hl h.T: Anthony T.TOR350-WP.E.: 80083 Job Truss Truss Type Qty Ply XCAS6519DS VM8 Valley 2 1 A0188033 [lob Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 2-4 11:04:01 2017 Page 1 ID:91ftG—OBvLYIHkWNQ51ANUyE[5q-cHU2bC64Zp93iH5VOgSWw4ReISNOYUpol?Piu8zhyoC 4-0-0 7-7-8 4-0-0 3-7-8 2x4 11 3 4 4.00 FI-2 8 1.5x4 c� 2 -—-------------- ............. ............... PTI: ....................................... E 7 6 5 2x4 5� 1.5x4 11 3x6 11 Plate Offsets(X,Y)— [3:0-3-1,0-0-41 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-P Weight:27 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING- 6)Bearing at joint(s)4 considers parallel to grain value TOP CHORD using ANS11TPI I angle to grain formula. Building Structural wood sheathing directly applied or 6-0-0 oc designer should verify capacity of bearing surface. purlins. 7)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 100 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s)1,5 except at=lb)4=137,7=163,6=164. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) Standard REACTIONS.All bearings 7-11-4- (lb)-Max Horz 1=132(LC 8) Max Uplift All uplift 100 Ito or less at joint(s)1, 5 except 4=-1 37(LC 1),7=-163(LC 8), 6=-164(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1,4 except 7=345(LC 1),6=372(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-328/101 WEBS 2-7=-2851669,3-6=-2971627 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; h=15ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)0-11-5 to 6-11-0, Exterior(2)6-11-0 to 8-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Anthony T;ToLmbb 1- PX., t 80083 4451 5prillil Q 2016 A-11 Rod T1 I iissm 4glhetj 1.hirh 111,P.L Fort Pierce,I'L 34946 Job Truss Truss Type Qty Fy Job Reference A0188025 XCAS6519DS VM10 Valley 2 I Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:04:02 2017 Page 1 ID:91ftG-OBvLY[HkWNQ51ANUyE[5q-4U1QpY6iK6HwLRfhyOzITH-IvsgxHwAxWf9GRazhyoB 4-7-12 10-0-0 4-7-12 5-4-3 3x3 11 3 4.00FI-2 6 1.5x4'j T 2 ................ ITI ------- ....................................................................... ...B11 ti 6 6 4 2x4 3x6 11 1.5x4 11 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(I-L) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-S Weight:35 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 loads. OTHERS 2x4 SP No.3 5)*This truss has been designed for a live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 6-0-0 oc bottom chord and any other members. purlins, except end verticals. 6)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 100 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s)4 except(jt-lb)5=227. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer LOAD CASE(S) Standard REACTIONS. (lb/size) 1 = 117/9-11-4 (min.0-1-8) 4 = 198/9-11-4 (min.0-1-8) 5 = 487/9-11-4 (min.0-1-8) Max Horz 1 = 166(LC 8) Max Uplift 4 = -93(LC 8) 5 = -227(LC 8) Max Grav 1 = 11 7(LC 1) 4 = 168(LC I) 5 = 487(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-335/96 WEBS 2-5=383/817 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Dpsf,BCDL=5.Opsf-, h=16ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)0-11-5 to 6-9-6, Exterior(2)6-9-6 to 9-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=11.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. N.WF rihniz.1 f,b f dNsnglsin Lpmrd 0i Ill 1-!h 0iIP"i-Pv-hei" Anthoiiy T.T0m156 111,P:E.z 60083 Ova, 1`6Z P ercej'f C341 0, Ill P1 h duai0a.16 ps- Job Truss Truss Type Q'y Ply �2 6] XCAS6519DS VM12 Valley 1 1 1 A018 �Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Ru_rr8.00 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:04:02 2017 Page 1 12-0-0 1 D:91 ftG-oBvLYIHkWNQ5 I AN UyEl5q-4U I QpY6iK6HwLRfhyOzITHjzsfeHvxxWf9GRazhyoB 12-0-0 3 1 4.00 F1_2 1.5x4 i! 2 ...........A— T1 --_------- EI. ........................................................-U ............ U4 5 4 3x6 11 1.5x4 is Plate Offsets(X,Y)-- [2:0-3-1,0-0-121 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-S Weight:42 lb FT 0% LUMBER- TOP CHORD 2x4 SP No.2 3)Gable requires continuous bottom chord bearing. BOB CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 4)This truss has been designed for a 10.0 psf bottom OTHERS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads. TOP CHORD 5)*This truss has been designed for a live load of 20 Qpsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc, rectangle 3-6-0 tall by 2-0-0 wide will fit between the puriins, except end verticals. ROT CHORD bottom chord and any other members. Rigid ceiling directly applied or 10-0-0 oc bracing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at MiTek recommends that Stabilizers and required joint(s)1 except(jt=lb)4=1 01,5=276. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 173/11-11-4 (min.0-1-8) 4 = 217/11-11-4 (min.0-1-8) 5 = 592/11-11-4 (min.0-1-8) Max Horz 1 = 204(LC 8) Max Uplift 1 = -13(LC 8) 4 = -101(LC 8) 5 = -276(LC 8) Max Grav I = 173(LC 1) 4 = 217(LC 1) 5 = 592(LC 1) FORCES. (lb) - Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-359/115 WEBS 2-5=-455/857 NOTES- 1)Wind:ASCE 7-10;Vult=1 70mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf; h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)0-11-5 to 6-7-13, Exterior(2)6-7-13 to 11-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. Ahthcay T T6m6o IN,P.E., 80083 451st".L.U66,61V, FoTt Merc%FL,,34946, I'Dpyrie'ti V 2516 A-I lindlinsts-Xilhuy.l.U.ho III,F1 ivmduirwd INidownnaL in iiny Itim,i5 pokibit,,d.;1bad thi.dveh Iid;niSSkt fican A-1101 rfussts Ackny"I.Tmh III,P1 Job Truss Truss Type QfY PIY A0188027 XCAS6519DS VM14 Valley 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:04:02 2017 Page 1 I D:91 ftG_OBvLYIHkWN051 ANUyE15q-4U 1 QpY6iK6HwLRfhyOzlTH_h9sfeHwhxWf9GRazhyoB 14-0-0 14-0-0 4 4.00 12 1.5x4!! 1.5x4 ii 3 tii 2 8 .. YWV Ifail STl 1 q �---tj;.".;�•..•-� Ins �l—ijl - �a 0 u; 0 30 '• 7 6 5 1.5x4 1.5x4 1.5x4 11 Plate Offsets(X Y)-- [4'0-0-13 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-S Weight:53 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5) This truss has been designed fora live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING- 6)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 100 lb uplift at Structural wood sheathing directly applied or 2-2-0 oc joint(s)1 except at-lb)5=108,6=187,7=154. pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S) MiTek recommends that Stabilizers and required Standard cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-11-4. (lb)-Max Horz 1=241(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1 except 5=-108(LC 8),6=-187(LC 8), 7=-154(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1,5 except 6=403(LC 1),7=328(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-427/128,2-8=-343/58,3-8=-338/75, 4-5=-177/389 WEBS 3-6=-324/732,2-7=-237/569 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=14ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Comer(3)0-11-5 to 6-6-3, Extedor(2)6-6-3 to 13-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .ftt•�Ikm;ars�!!rnkatxt tlF RilUiS ''SCIi1'f:&%tli[.f24 dt05}:sSt7I N{b[i'IS IX 5.4A'N(Ma Inf hart}rrFniatitt£i eR sns Cynp.n yt14E Saflte fiur(1 a�,t 1 rvlS of FAua ei.lw sa'+�.•r:.se rN 1p3<-ra,N+ ,7<t"tti .1r t2:lSsls h df ct l[;huti53 s ti ys:eq ey.e..rttsGt s att nir{iPB ps sazur' iatesiNts:vf ieyt 1.t.iseiiiL^s fn titteup8fnsi;isi sir�rdttrtr!}Geet to lFll ilia mn,salns+.L-sts3 x.,ns.phii? :Anthofiy T,TO,66:1i:,.P.:E.. . rtts'wSf ftrnrirlfa3ti�tl nitu stt L`C.eNSInk kl il�Hrs-toluyJttpayuh(ad i &2 Ot M.taA la,dt tn.(;1 at F(1 lttylmdctl119ai ul5ilS{dk!1.S,il':1 2s mneg;i9il.ec xlt.ur,tid 2e Mi:pts:d.a1 t. - _'[i - lat Ls t�rolfiepms 7dua sti qnh l'}et 6A'v¢set d.rtes9&{bid 6 axZSd:R h'xtm stTN'tlis»it ;iwS.I.e�tsEis estNt C m Ri Naa sk!sii son trssrl m tiMt is as alpu[rties fs aei ct'riskuhcMtr nitis S C83 Fit a r r� r t r); ?t � r oast sr 6aa BIvG. "_sg! q i, ! L;Detiss Ois1Efaln s lard aN d:a m3 Ir iN rn InCopiijup2018A;..jidInists-Adtims(tomb iif,P _ t �945— Fri 1 _;_i :E sapiodaiiiaaal f¢sdammery inanyf im,is Qr6k;6Atd.A6o�f6e_nlini�Pumidtcn?i6mAlfool Lusits�;Ai»koailrlomEe llf,'P. 1 / I � J w a s J�� Awl ROOF A10 TRUSSES A.FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled,installed and braced in accordance to the following standards:ANSI/TIP 1-2007; WTCA 1-1995 —"Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and 'SCSI 1-03 Guide to Good Practice For Handling, Installing,& Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design,connection, material,and labor by others. 3) Truss designs are for an individual component,not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams,other than those provided by truss manufacturer: 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces,adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electricalwiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified,valley framing design,connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10)Trusses are not designed to carry the chimney,cupola,steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms,conditions,and details on the truss placement plan and/or individual truss design drawings. 12)Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel,equipment,whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd.,Fort Pierce,FL 34946 772-409-1010 Office 772-409-1015 Fax www.A1truss.com us STRUCTURAL. CONNECTORS' T A MITek'Company Hangers Allowable Load(Ibs) DF-L/SP LSL LVL PSL SPF I-JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 - - - (4)-10d(Header) FL821.39, (2)-10d(Joist) 11- 0510.01, RR 25779 LU524 670 765 825 490 - - - - _ (4)-10d(Header) (2)-10d(Joist) T2 JUS26 1881, 850 975 1060 1115 (4)-10d(Header) FL821.42, (2)-10d(Joist) 11- 0510.01, RR 25779 LUS26 865 990 1070 1165 - , - _ _ (4)-10d(Header) (2)-10d(Joist) T3 MSH422 1831, 2025 2025 2025 - (22)-10d(Face-Face Max Nailing) FL822.36, (6)-10d(Face-Top Max Nailing) 08- (6)-10d(Joist-Face Max Nailing) 0303.06, (6)-10d(Joist-Top Max Nailing) RR 25836 (4)-10d(Top-Top Max Nailing) 13116-R THA422 2245 2245 2245 - - - - - _ (6)-16d(Carried Member-Face Mount) (6)-I0d(Carried Member-Top Flange) (22)-16d(Face-Face Mount) (2)-I6d(Face-Top Flange) (4)-16d(Top-Top Flange) THA1421 1835 1835 1835 - - - - - (2)-10d x 1-112 or 2-10d x 1-112(Carried Member) (20)-10d or(2)-10d(Face) (4)-10d(Top) T4 THD26 1781, 2485 2855 3060 2170 (18)-16d(Face) FL13285.35, (12)-10d x 1-1/2(Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 - - - - _ (11)-10d x 1.112(Carried Member) (20)-10d x 1-112(Carried Member-Max Nailing) (20)-16d x 1-112(Carrying Member) (20)-16d x 1-112(Carrying Member-Max Nailing) r 0 i I ,. • .� 4 us,P ' STRUCTURAL CONNECTORS" A MITek'Company Hangers Allowable Load(Ibs) DF-L/SP LSL LVL PSL SPF I-JOIST USP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 - - - - (18)-16d(Face) FL13285.35, (12)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHUS26.2 2785 3155 3405 1550 - - _ _ _ (14)-16d(Face) (6)-16d(Joist) HTU26.2 2940 3340 3600 2175 - - - _ _ (20)-10d(Carried Member-Max Nailing) (20)-16d(Carrying Member-Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 (28)-16d(Face) FL13285.35, (16)-10d x 1-1/2(Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 - - - - _ (26)-10d x 1-112(Carried Member-Max Nailing) (26)-16d(Carrying Member-Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 (28)-16d(Face) FL13285.35, (16)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 - - - _ (22)-16d(Face) (8)-16d(Joist) HTU28.2 3820 4340 4680 3485 - - - _ _ (26)-10d(Carried Member-Max Nailing) (26)-16d(Carrying Member-Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18)-16d(Face) FL13285.35, (12)-10d(Joist) 06- 0921,05, RR 25843 13116-R HHUS46 2790 3160 3410 1550 - - - - - (14)-16d(Face) (6)-16d(Joist) ' Mild U S P STRUCTURAL. CONNECTORS' T A MiTek'Company Hangers Allowable Load(Ibs) DF-L/SP LSL LVL PSL SPF I-JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 1Q0% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 - - - (28)-16d(Face) FL13285.35, (16)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 - - - - _ (22)-16d(Face) (8)-16d(Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 (20)-16d(Face) FL821.75, (8)-10d(Joist) 06- 0921.05, RR 25779 13116-R HGUS26.2 4355 4875 5230 2155 - - - - (20)-16d(Face) (8)-16d(Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 (20)-16d(Face) FL821.75, (8)-10d(Joist) 06- 0921.05, RR 25779 HGUS26.3 4355 4875 5230 2155 - - - - _ (20)-16d(Face) (8)-16d(Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 (36)-16d(Face) FL821.77, (10)-16d(Joist) RR 25779 13116-R HGUS28.2 7460 7460 7460 3235 - - - - _ (36)-16d(Foce) (12)-16d(Joist) T13 THDH28-3 1881, 6770' 7785 8025 2665 (36)-16d(Face) FL821.75, (10)-16d(Joist) 06- 0921.05, RR 25779 HGUS28.3 ` 7460 7460 7460 3235 - - - - _ (36)-16d(Face) (12)-16d(Joist) - I V us STRUCTURAL W*4100 CO NN ECTOR5" A M!Tek`Company Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners (4)-10d(Header) (4)-lod(Header) - T1 JUS24 LUS24 (2)-lod(Joist) (2)-lod(Joist) (4)-lod(Header) (4)-10d(Header) T2 JUS26 LUS26 (4)-10d(Joist) (4)-10d(Joist) (22)-10d(Face-Face Max Nailing) - (6)-16d(Carried Member-Face Mount) (6)-10d(Face-Top Max Nailing) (6)-16d(Carried Member-Top Flange) T3 MSH422 (6)-lod(Joist-Face Max Nailing) THA422 (22)-16d(Face-Face Mount) (6)-10d(Joist-Top Max Nailing) (2)-16d(Face-Top Flange) (4)-10d(Top-Top Max Nailing) (4)-16d(Top-Top Flange) (18)-16d(Face) (11)-10d x 1-112(Carried Member) (12)-lod x 1-1/2(Joist) (20)-10d x 1-112(Carried Member-Max Nailing) - T4 THD26 HTU26 (20)-16d(Carrying Member) (20)-16d(Carrying Member-Max Nailing) (18)-16d(Face) (14)-16d(Face) TS THD26-2 HHUS26-2 (12)-10d(Joist) (6)-16d(Joist) (28)-16d(Face) (26)-10d x 1-112(Carried Member-Max Nailing) T6 THD28 HTU28 (16)-lod x 1-1/2(Joist) (26)-16d x 1-112(Carrying Member-Max Nailing) (28)-16d(Face) (22)-16d(Face) - T7 THD28-2 HHUS28-2 (16)-10d(Joist) (8)-16d(Joist) (18)-16d(Face) (14)-16d(Face) - T8 THD46 HHU546 (12)-lod(Joist) (6)-16d(Joist) (28)-16d(Face) (22)-16d(Face) - T9 THD48 HHUS48 (16)-10d(Joist) (8)-16d(Joist) (20)-16d(Face) (20)-16d(Face) - T10 THDH26-2 HGUS26-2 (8)-16d(Joist) (8)-16d(Joist) - (20)-16d(Face) (20)-16d(Face) - T11 THDH26-3 HGUS26-3 (8)-16d(Joist) (8)-16d(Joist) (36)-16d(Face) (36)-16d(Face) - T12 THDH28-2 HGUS28-2 (10)-16d(Joist) (12)-16d(Joist) (36)-16d(Face) (36)-16d(Face) - T13 THDH28-3 HGUS28-3 (10)-16d(Joist) (12)-16d(Joist) r l USP STRUCTURAL CONNECTORS A MiTek`Company - 'v4F. JUS24 JUS26 MSH422 F s F3 a- TH D26 TH D26-2 TH D28 33ttt i isj1 i t TH D28-2 TH D46 TH DH 26-2 1 g � I / THDH26-3 THDH28-2 THDH28-3 NOVEMBER 2, 2016 TYPICAL HIP / KING JACK CONNECTION I ST-CRNRST CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. ,I \��7 A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 Attach Kin Jack 3 16d Toe 772-409-1010 g ( ) Nails @ TC & BC Attach Corner Jack's Attach End Jack's w/(3) 16d Toe Nails @ TC & w/ (3) 16d Toe Nails @ TC & 3 16d Toe Nails @ BC BC (Typ) 0 ti NOTE: WHERE REACTIONS EXCEED LIMITS ALLOWABLE INCREASE BC SIZE TO ACCOMODATE_ADDITIONAL NAILING ttach Corner Jack's ALLOWABLE REACTIONS: / (3) 16d Toe Nails 2X4: (3) 16d Toe Nails @1.25 =408LBS @ TC & BC (Typ) @1.6 = 522LBS 2X6: (4) 16d Toe Nails @1.25 =544LBS @1.6 = 696LBS ALL NAILS TO BE 16d (0.1 62"X3.5") �`�eeaE®rsei SIDE VIEW (2X3) 2 NAILS �0� a�o•amaw¢'.r�pp��aP rV NEARSIDE ti �•sa��` 'r 0 .ti✓�16" NEAR SIDE 14 I tbdt peg a Y V•' {} B'c6V47i A SIDE VIEW (2X6) 4 NAILS hn/ NEARSIDE SIDE VIEW (2X4) 3 NAILS NEARSIDE 'k � tra 1� NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE t . m�.,: ,.'.,.(Yj.&ti'"[.i;�ari LfSxSc°35314;^f's,-TjitYt�',31EP4tS 'a;,FKr+!!st u'�'=:-t:der.{ '�twtaiL.i t�s�hr153 c1�t !t.Fx:ar#t24ar°ac SudHekc u.rzs,if':rs5�t 611.c;:. ki,n¢± 4,�iklpraf hrtle�n>a ft.kti.^srs t :r;.e�.i}-s,tr -,a ettnmrts5;°ass.;"n eatspea,�csl aka mrntRs�. fff,c.hsa t s,`r:rst oGat*..t*�n s rta;isre;�sss ;tr�rysee.a,.'sr - AthanyT.Tcm6g Ili,3M_':- c#as3x,e''.,ttt:slx�jG'td�is�a asg�x3z-:jatcrC.rr�^gxe�'r¢i15mnrigN erE:Ead�fiS:,a�,wRt tec¢Y.dax.R.;ke 2t aMP>E�s:#��u.*e rar 3Ert,Ta'�a�Aee,�ic'�.,rrdm� esf ax tex5 �$�:,s,uepr;b astGvmtrca}s�a;s�ttt}�ass:.e�d K 8�0$3 fn?z M0wi p :atr+d., !u!e'"+4. }fsa,u. 5dr,f#a"'�R'St}d,`resdtf lP a#tlt[itAna;"bt}�'r-.�,q €FY�lec..r r.i;sra, Ttra>jk 6/Ra Tresstas5.Siscs 'r�+'g s skanrfxtwer,,dY«s 44 yj C l3lde'OlvdS € do-r[ I ,vo-� isrutrMte:t rrtxi :� #> m � tal.ta twaanad�isFt ::.•z , Forto c,tt`3�596 ., {¢p}s�li f�idA,tia:47iasus-Aat°aYLTas¢It PF:[rpadasvaaetdlsf�azraF,iaetyta...iepahkbitdraiaesc4ew,i"aap_,�issisafr SdieafTrissrs Aa ,�yLlia�attl i' . . :: ::.' November 2, 2016 TYPICAL-HIP/ KING JACK CONNECTION ST-CRNRST MIAMI-DADE • MIAMI-DADE CORNERSET SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE- 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST.LUCIE-BLVD. FORT PIERCE,FL 34946 772-409-1010 Attach End Jack's w/ (1) LSTA12 Twist Strap @ TIC and BC w/ (10) 10d Attach Corner Jacks—anld King Nails Min. Per Strap Jacks (CJ3 and Greater NOTE: IN ADDITION TO STRAPPING w/ (1) LSTA12 Twist Strap @ TOENAIL BOTH CHORDS TO CARRYING TC and BC T w/ 10 10d MEMBER PER THE FOLLOWING o Nails Min. Per Str p SCHEDULE: ! ti 2X4: (3) 16d Toe.Nails 2X6: (4) 16d Toe Nails Atta h Corner Jack's (CJ1 ar d NOTE: CONNECTION DESIGNED IN lower) w/ (1) LSTA12 Twist S ti ap ACCORDANCE WITH FBC 2321.6-2321.7 C w/ 10) 10d Nails Min. Per trap PROVIDING METAL STRAPPING (FLORIDA APPROVED PRODUCT)TO RESIST MIN. 700LB UPLIFT AT ALL CONNECTIONS IN HVHZ LSTA12 TWIST STRAP W/ MIN. (10) 10d NAILS (SEE Ix MANUFACTURER'S RECOMMENDED CONNECTION JACK/CORNER JACK (TYP..) HIP OR KING JACK (TYP.) - 'F Lng PzsYLre+gs. w.�°t 1 7FIt3&t;'SEfgff'FSsFIa Rt�4 X.TYN gLSIek(2'9"'g tCA1�4t�.ffi:�"gna,isEg h?apeaceasdea»s�±satSs 1,shsp% .a IL�!is35•..ima,LlrsS.�,lGL tesif;dtst:.rti:t'1•ssis�r-sekSasssslSt;m7{ &aa:r::o nits-L�ISt,vitm 5el�b4,e`i.eiswss"ntp.ri.r;,�.e<.Ywa;[ywv;sass=s.»®tT;scEaraun:maceg�sed^xp�'saJwsl ayn-:ts,rr,Pasrturls�"°�s::pdrq 4ylg rrss 3-aa3dntasr��cla�;P[7sa>upesiag.:a,;suaa�.a6:ex.satd ttz Antltar#-•T:7amFta FaI.P.E.�.: �dsusf tis unstam4dir Bma r il-i e1M;i ar ias C.s�!'s siYrurr!avataYs Es4b)Gs' mar:sc?>Fatta B:,a:tC ad6sl��1't+ se'.a saf;Ft?.tle wxx M,l�im! '.u'iwA@s Tr.�s iala° nv sa;�'kGu aahro a#s9la es:tigtas5isyu� } ..- ' tYr GilEagF¢°g�rr�cfstsr:S�rsw`SAahrl„:smtbcrr ei u3 eft-c;dtSsla'ei¢T tse xsa?u'at.§�atc:�rea EtSPjtR.�di'fl�ISE(i�raelraxzdCa�aragulrw lRlee:rrt^Ea;r-Drss�t.Tasei 3ar iffYl�s[k i�er irzss eo-�es�iSn wATres Hxrsl�eir.�r*s. •- ; -ulewnz k�cls.sZ+"d�rt4gs s.:!?zT PsS mra�:d75>T-sva Cesi�Fyara hsiT4rg�a�,(:ripn,cT.r. Ts^sls,�xrt{e:.r gailh,,tT .sihssta.ne"sfxi Rfl 44515E861IC6i28k'!} -.• .i- ... ,.., � •` •:� FcstFet[t! Ft.34940 -.__Capsti9518i015AlitotTrussas;A.?o-agT.ia�al?E:P.i,4cFro-s`n�ixefshisdltartnt,ioaeslaam.,Ispa�ibi;edkirna?r,5errittmp€:mSssia:�Sa,�A�linct6aSsrs R�hcapTTprraB4Pe ,,, - � - _FE8RUARY 14, 2012 Standard Gable End-Detail SHEET 2 MiTek USA,Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0o Trusses @ 24" ox. a o0 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek USA, Inc. Roof Sheathing— TO BLOCKING WITH(5)-10d COMMONS. Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE-TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO 16d NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES- at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING \ TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL- METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM GABLE TRUSS / CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN -IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / TO- A, STANDARD / GABLE TRUSS n s� � I :ifl: 0 f i i t lMr p ;dam � g4 L-Q`+`��► :': :3B BC A2 2100 b0.00'00 4G287DF' F STANDARD PIGGYBACK EBRUARY 14, 2012 ST-PIGGY-PLATE TRUSS CONNECTION DETAIL �0 ® MiTek USA,Inc. Page 1 of 1 a�aa O 00 O 00 a MiTek USA,Inc. This detail is applicable for the following wind conditions: ASCE 7-98,ASCE 7-02,ASCE 7-05, ASCE 7-10 Wind Standards under all enclosure and exposure conditions as long as no uplift exceeds 377 lbs. Refer to actual piggyback truss design drawing for uplifts. NOTE: This Detail is valid for one ply trusses spaced 24"o.c.or less. PIGGYBACK TRUSS Refer to actual truss design drawing for additional piggyback truss information. Attach piggyback truss to the base truss with 3"x8"TEE-LOCK Multi-Use connection plates spaced 48"o.c. Plates shall be pressed into the piggyback truss at 48"o.c.staggered from each -2Lface and nailed to the base truss with four(4)-6d(1.5"x0.099") nails in each plate to achieve a maximum uplift capacity of 377 lbs. at each 3"x8"TEE-LOCK Multi-Use connection plate. (Minimum of 2 plates) Attach each purlin to the top chord of the base truss. (Purlins and connection by others) BASE TRUSS Refer to actual truss design drawing for additional base truss information. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS(SPACING NOT TO EXCEED 24"O.C.). A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. i �jax>tl►a��lreo� Sr � �otf83 �. �. i • i •. 3l38CA2 21 66 66 66 66 4C128.7DF:' FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2 MiTek USA,Inc. Page 1 of 1 GENERAL SPECIFICATIONS O 00 000 1.NAIL SIZE=3"X0131"=10d 2.WOOD SCREW=4.5"WS45 USP OR EQUILIVANT 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. MiTek USA,Inc. GABLE END,COMMON TRUSS 4.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. • PER NDS-01 7.VALLEY ST.NAILINGOUDESPACING NOT TO EXCEED 48"O.C. __II—__T I1_—_II II II II II II II II II II II II II II 11 II II II 11 II II I I II II 11 II II II 11 II it II II I II II II II II II II �I jl II II II II II II II II I I II II II It 11 II I II II II II 11 II 11 II II II 11 II II II I I II II I I i I II II 1I I' II II II II II �I II II 11 BASE TRUSSES I VALLEY TRUSS TYPICAL 1, VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P 72 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d NAILS 6"O.C. WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING ATTACH 2x4 CONTINUOUS NO.2 SYP EXPOSURE C WIND DURATION OF LOAD INCREASE:1.60 TO THE ROOF W/TWO USP WS45(1/4"X 4.5") MAX TOP CHORD TOTAL LOAD=50 PSF WOOD SCREWS INTO EACH BASE TRUSS. MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES - ig15i9011��g ! .` ee. .- •Q •icy ay�• � �8 A� Boort ' er • be ob •S�hi1�I, � . 3$BC A2:2f 0 6666 OQ 4G 22 g7 bF"• FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 O(—J ® MiTek USA,Inc. Page 1 of 1 GENERAL SPECIFICATIONS 0 00 000 1.NAIL SIZE=3"X 0.131"=10d 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA,Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4•BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING- , EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. -- ------ -- -- II I II II II I' -- II �� ❑ It It II ii N N BASE TRUSSES VALLEY TRUSS TYPICAL d VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS p r12 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH N ONE ROW OF 10d WIND DESIGN PER ASCE 7-10 160 MPH NAILS 6"O.C. MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND-VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES DETAIL A NO SHEATHING <: N.T.S. • 40, 1pA. 38 BCA2210D 00W 6146 i22 8Z.6� i ;NOVEMBER 26, 2G14 TRUSSED VALLEY SET DETAIL ST-VALLEY (HIGH WIND VELOCITY) 0= ® NOTE:VALLEY STUD SPACING NOT MiTek USA,Inc. Page 1 of 1 TO EXCEED 48"O.C.SPACING O 00 0 00 a MiTek USA,Inc. FOR BEVELED BOTTOM CHORD,CLIP MAY BE APPLIED TO EITHER FACE CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING NON-BEVELED EXPOSURE B or C BOTTOM CHORD WIND DURATION OF LOAD INCREASE : 1.6 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY-TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'-10"ON AFFECTED TOP CHORDS. NON-BEVELED BOTTOM CHORD NOTES: �q�tt1»l1118y�;��. -SHEATHING APPLIED AFTER 0 INSTALLATION OF VALLEY TRUSSES °•++sbq so -THIS.DETAIL IS NOT APPLICABLE FOR ;�+,�,4� •' + .u'44 0 SPF-S SPECIES LUMBER. " •• °* _ +` CLIP MUST BE APPLIED ;4:�;• ��` '•yk: TO THIS FACE WHEN �- `• ...vw PITCH EXCEEDS 6/12. (MAXIMUM 12/12 PITCH) •► + ', �eac,cizziaao�coao�c�zs��os ° MAY 24, 2012 Standard Gable End Detail ST-GE190-SP MiTek USA,Inc. Page 1 =Ell Typical 2x4 L-Brace Nailed To 2x4 Verticals W/10d-Nails,6"o.c. Vertical Stud 0 00 0 0� Vertical Stud Stud (4)-16d Nails �R BRACE 2 Q—T �i MiTek USA,Inc. 16d Nails SECTION B-B Spaced 6"o.c. DIAGONAL BRACE --� 4'-0'O.C.MAX (2)-10d Nails into 2x6 2X6 SP OR SPF No.2 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. !\Typical Horizontal Brace Nailed To 2x4 Verticais w/(4)-10d Nails 12 SECTION A-A 2X4 SP OR SPF No.2 A Varies to Common Truss * * PROVIDE 2x4 BLOCKING BETWEEN THE FIRST SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING A DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10d NAILS AT EACH END. Zi ** ATTACH DIAGONAL BRACE TO BLOCKING WITH 3x4= (5)-10d NAILS. B B (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B NOTE: 24"Max Roof Sheathing 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. \� 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. 1'-O (2) 1^y ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. I" BRACING OF ROOF SYSTEM. / (2)-10d NAILS 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 / OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT4'-0"O.C. �rUS s �a 24" O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A 2x4 AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL / BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH(4)10d NAILS THROUGH 2x4. (REFER TO SECTION A-A) Diag. Brace 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1/3 points 2x6 DIAGONALBRACE SPACED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 48"O.C.ATTACHED TO VERTICAL WITH 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TYPE TRUSSES. (4)-16d NAILS, AND ATTACHED TO BLOCKING WITH(5) 10d NAILS. 10.10d AND 16d NAILS ARE 0.131"X3.0"AND 0.131"X3.5"COMMON WIRE NAILS RESPECTIVELY. _ 11.SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. 2 DIAGONAL End Wall HORIZONTAL BRACE Minimum Stud Without 2x4 DIAGONAL BRACES AT (SEE SECTION A-A) Stud Size Spacing Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SP No.3/Stud 12"O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2x4 SP No.3/Stud 16"O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2x4 SP No.3/Stud 24"O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2x4 SP No.2 12"-O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2x4 SP No.2 16"O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2x4 SP No.2 24"O.C. 3-1-4 3-11-3 6-2-9 9-3-13 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to �y�ill�id8p one edge. Diagonal braces over 12'-6"require 2x4 1-braces �j ♦ -.a■� 9 attached to both edges. Fasten T and I braces to narrow edge . f fdiagonal r wi h 1 nil in . . with in minimum ' Q'. o brace t Od ash oc, t 3 u 0OO , �m end distance. Brace must cover 90%of diagonal length. T or I braces must be 2x4 SPF No.2 or SP No.2. Boos ` ; m►, • � - y, MAX MEAN ROOF HEIGHT=30 FEET `. r' w. EXPOSURE B or C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. i DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ! SERIAL— T .:.1 3B'BC A2 2i 00 00 0d 664C 12$7 DF.• ......... . _._...I..... :...:....... August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 O= ® MiTek USA,Inc. Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing oo is impractical.T-Brace/I-Brace must cover 90%of web length. 0 00 allote:This detail NOT to be used to convert T-Brace/I-Brace webs to continuous lateral braced webs. MiTek USA,Inc. Nailing Pattern Brace Size Ik--Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 1 Od 6"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace MI-Brace Nails Brace Size for Two-Ply Truss k Specified Continuous Ar Rows of-Lateral Bracing _-A SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace k 2x6 2x6 T-Brace 2x6 I-Brace WEB 2x8 2x8 T-Brace MI-Brace k -A T-Brace/I-Brace must-be same species } T-BRACE and grade (or better) as web member. Nails / Section Detail T-Brace Web tee V. ,:tQ� ►�,� . %� rwi Nails a �,. 6,F R! Web- I-Brace ,. 800�3 * s 7F i t ° Nails/ ° Ifrrj*��w�•it•�� '4,�'i 3B BC. 2I tHt b 4C I2�87 DF•' s FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK �0 ® MiTek USA,.Inc. Page 1 of 1 0 00 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, In 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA,Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING WEB WITH 3 SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH ( )-10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.131"x 3") ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(. DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD -N7-�� USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACH WEB WITH(3)-10d NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD (0.131"x 3") (0.131"x 3") STRONGBACK(DO NOT USE DRYWALL TYPE SCREWS). TRUSS 2x6- 4-0-0 WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) - 1 THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, ♦®�� 194Os�f DESIGNED BY OTHERS. IF SPLICING IS NECESSARY,USE A 4'-0"LONG ♦ +� 0� A°+* SCAB CENTERED ON THE SPLICE AND JOINED WITH(12) 10d NAILS i4 yf�'`',•��,' 1V,� ' . (0.131"x 3")EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d ' r, r NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) '. s 4t �Mtr�,m�!.. JANUARY 28, 2015 LATERALTOE-NAIL DETAIL ST-TOENAIL_SP a == ® MiTek USA,Inc. Page 1 of 1 NOTES: u 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH-AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE OE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THREE END DETAILS SHOWN BELOW DIAM. SP DF HF SPF SPF-S - .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY .162 108.8 99.6 86.4' 84.5 73.8 ai z .128 74.2 67.9 58.9 57.6 50.3 SIDE VIEW 1 .131 75.9 69.5 60.3 59.0 51.1 2 NAILS N .148 81.4 74.5 64.6 63.2 52.5 of NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5')WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.5 lb Maximum Capacity (2x4) 4 NA 3 NAILS 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM VARY FROM 30°TO 60° 30,TO 60° 30,TO 60° 45.00° \ __ 45.00° fa '�ERI.AL March 4, 2013 UPLIFT TOE-NAIL-DETAIL ST-TOENAIL UPLIFT MiTek USA,Inc. Page 1 of 1 U�u 0 0o THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING O 00 UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE a FOR LOADS IN OTHER DIRECTIONS. MiTek USA, Inc. END VIEW SIDE VIEW 0.00, TOP PLATE OF W LL 1"FOR 3"NAIL NEAR SIDE 1-1/16"FOR 3.25"NAIL NEAR SIDE L 1-3/16"FOR 3.5"NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(lb/nail) DIAM. I SP DF HF SPF SPF-S C7 .131 59 46 32 30 20 NOTES: p 135 60 48 33 30 2p 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE .162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN. 2-THE END DISTANCE,EDGE DISTANCE,AND.SPACING OF J m NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING F z .128 54 42 2g 27 19 OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH w .131 55 43 J29 28 19 LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN J .148 62 48 34 31 21 THE CONNECTION. J N z co 0 .120 51 39 27 26 1 17 O .128 49 38 26 25 17 o .131 51 39 27 26 17 co .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3(nails)X 37(lb/nail)X 1.33(DOL for wind)=148 lb Maximum Allowable Uplift Reaction Due To Wind ............................_.._...__._._...... For Wind DOL of 1.60: - 3(nails)X 37(lb/nail)X 1.60(DOL for wind)=177 lb Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design 4<` (} ,.•°"te• �oar� Drawing exceeds 147 Ibs(177 Ibs)Building Designer 4"` 'e�.•�� + •'° '� is responsible to specifiy a different connection. 80.083 "'USE(3)TOE-NAILS ON 2x4 BEARING WALL * "r "'USE(4)TOE-NAILS ON 2x6 BEARING WALLzz Au . + sip N- SEtAIs:s _.:;�2R Rf A`5,?t iVl ftfil2fl flit sit''T7 47 nr, f - FESRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT ST-2x2 NAILING 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS AXROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 772-409-1010 7-10, 29'-0" Mean Height, Exp. B, C or D. �O Ac�Q 2� 2x4 SP No. 2 (Min) o° o° o° o° 1 .5x4 2x2 S P No. 3 44" 1 .5 X 4 eat�0- n Via,sc�z21ao66Moa4C12sip TYPICAL ALTERNATE BRACING DETAIL April 11, 2016 FO EXTERIOR FLAT GIRDER TRUSS ST-FLAT GIR BRAG A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. 12 FORT PIERCE,FL 34946 772-409-1010 VARIES (4) 12d TRUSS 2411 O.C. (4) 12d MAX 3011 (2'-611) UPLIFT CONNECTION (SEE ROOF TRUSS) 2x6 #2 SP (Both Faces) 24If O.C. 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For Pterca,Ft'34n46 . ioey�iyhi�2018 k-1 Rcethusux.Aat6a'n}T.TaiLafiLP.t.isptstal.nn atlSis davme hiaa>iy tatm,nptottiisC ort6agthe,antien perei ssaa.ra.-A•I PoM Fruitai:AniEcny T.ia�boltl;p,E I I ! OQ 1'OBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS,WEBS ST-REP01 Al ' AND DAMAGED OR MISSING CHORD SPLICE PLATES 00 ® MiTek USA,Inc. Page 1 of 1 O MAXIMUM FORCE(Ibs)15%LOAD DURATION NAILS EACH SIDE 0 0o OF BREAK* X SP DF SPF HF INCHES 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 MiTek USA,Inc. 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 *DIVIDE EQUALLY FRONT AND BACK ATTACH 2x SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS(CENTER ON BREAK OR SPLICE)WITH 10d NAILS (TWO ROWS FOR 2x4,THREE ROWS FOR 2x6)SPACED 4"O.C.AS SHOWN.(.1 31"dia.x 3") STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN.0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK(C)SHALL NOT EXCEED 12".(C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED(L)IS CALCULATED AS FOLLOWS: L=(2)X+C L G BREAK 3 l\ypl 10d NAILS NEAR SIDE +10d NAILS FAR SIDE \N TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X"MIN 6"MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR=HEEL JOINT AND A MINIMUM OF 6"FROM ANY INTERIOR JOINT(SEE SKETCH ABOVE) -DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS.REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN.THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED.THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED.WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. p��y,l��. 3. THE END DISTANCE,EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID *`��" `{� T9odb'I UNUSUAL SPLITTING OF THE WOOD. 4. WHffN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID q% q'•e° �j :� •e ��, LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. ref �v W' "�.. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x ORIENTATION ONLY. 36. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. �D � ' • w �7 aiz ar e�`i nn ni nn ran z€r'i u i€i1 March 4, 2013 SCAB APPLIED OVERHANGS ST-REP13A7 MiTek USA,inc. Page 1 of 1 • TRUSS-CRITERIA: LOADING: 40-10-0-10 0 0o DURATION FACTOR: 1.15 SPACING:24"O.C. TOP CHORD:2x4 OR 2x6 . PITCH:4/12-12/12 MiTek USA, Inc. HEEL HEIGHT:STANDARD HEEL UP TO 12"ENERGY HEEL END BEARING CONDITION _ NOTES: 1.ATTACH 2x_SCAB(MINIMUM NO.2 GRADE SPF, HF,SP, DF)TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS(.148"DIA.x 3")SPACED 6"O.C. 2.THE END DISTANCE, EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.WHEN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2x SCAB (L) (2.0 x L) 24" MAX 24" M I N NOTE:TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT This detail to be used only with trusses(spans less than 40')spaced 24"o.c. maximum and having pitches between 4/12 and 12/12 and total top chord loads not exceeding 50 psf. Trusses not fitting these criteria should be examined individually. REFER TO INDIVIDUAL TRUSS DESIGN b4 FOR PLATE SIZES AND LUMBER GRADES40 ? ;•°"""•�+ 844�� vs t,�" �. OW �blllfl''Its . SER -Ja 01-'ec <�tnrrnri'nn'nii'si +�o-nC' REPAIR REQUESTS When sending in repair rbquests,please use engineering sheets to describe issue or damage, and email to design@altruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for"field built"trusses. 2. See details below. ALTTMOVED BEARIPNG CONDITION' TRISSS i 1ODIFICATiO11 BREAKS: Use aline.o'note `P41SSING!DAMAGED PLATES: �F In ps is;[,r I i d n�rt;to ar J'be� Draw in new location o€bear€ng a'nd the exact locatron of the break C;irde.pfate that;needs as di ta-ed as possibid;arin,prnvide l pravi 16 ditt ension e-„ries.ded r °. v, SaS:ne 4z6 II x3 11 3x3— FP= 3z3 II 3x4f- T1.5x4 Il' 1.5x4'If :menss�n adedi 5x6= 1 2 3- 4 :6 7 8" 10 11 12 1 b, 4;:: fi Y o- r 22 21 20 19 i 16 17 16 15 14 1/2" 3 C�3x6= 3x6;FP= 3x4=. 3x3= 4x6- TOO 'LONG b 1.5x4 11 3x6= 1.5z4 11 'f.5x4..11 j2, , 4 MEMBER SPLIT l�ei�o e exact locatio-n cE edit ,;;t1 S£ EAI� i 4e a line tc ride ::provide an alp sioxirr7 xt length; the:a<act;loeaf can pf'thE breaE, .PMIISSING PIECE If there are niuft ple broaks resulting in a 3x�"� 3x4 MISSING lDAMAGEDPLATES: section miss*tng ' 7Oitcie late that Heads atidres ✓d. 3x& p. 5x4 �` ` Y 8 3 W3 W �� 2